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proximity-
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1eb55606f3 | ||
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51d49f4bcc |
2
Procfile
2
Procfile
@@ -1 +1 @@
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web: gunicorn -c gunicorn_config.py --pythonpath helix main:app
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web: python helix/main.py
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110
README.md
110
README.md
@@ -1,6 +1,3 @@
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||||
[](https://circleci.com/gh/SunPower/Helix_Roof_Calculator)
|
||||
|
||||
|
||||
## Helix Calculator
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||||
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||||
- [Staging](https://sp-helix-staging.herokuapp.com)
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@@ -8,106 +5,7 @@
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- [Production](https://helix-calculator.sunpower.com/)
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|
||||
|
||||
## Local Development and Testing with Docker
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|
||||
##### Dependencies
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||||
|
||||
- Docker: [docs.docker.com/engine/installation](https://docs.docker.com/engine/installation/)
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||||
- CircleCi CLI: [Installing and using CircleCi locally](https://circleci.com/docs/2.0/local-jobs/#installing-the-cli-locally)
|
||||
|
||||
- Current CircleCi and development image:
|
||||
[ivannnn/heroku-cedar14-extras:2.0](https://hub.docker.com/r/ivannnn/heroku-cedar14-extras/)
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||||
|
||||
| ivannnn/heroku-cedar14-extras:2.0 |
|
||||
| ------------- |
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||||
| ruby 2.3.5p376 |
|
||||
| Python 3.5.4 |
|
||||
| postgresql-9.5 |
|
||||
| postgresql-client-9.5|
|
||||
| postgresql-client-9.6 |
|
||||
| postgresql-client-common |
|
||||
| postgresql-common |
|
||||
| postgresql-contrib-9.5 |
|
||||
| postgresql-server-dev-9.6 |
|
||||
| redis-server/trusty,now 2:2.8.4-2 amd64 |
|
||||
| redis-tools/trusty,now 2:2.8.4-2 amd64 |
|
||||
| google-chrome-stable/stable,now 62.0.3202.94-1 amd64 |
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||||
| nodejs/unknown,now 6.12.0-1nodesource1 amd64 |
|
||||
|
||||
|
||||
##### Environment Variables
|
||||
|
||||
Set the environment variables for your specific environment. Use the `.env` file below as reference:
|
||||
|
||||
```
|
||||
AWS_S3_BUCKET="..."
|
||||
AWS_ACCESS_KEY_ID="..."
|
||||
AWS_SECRET_ACCESS_KEY="..."
|
||||
|
||||
SF_BASE_URL="https://test.salesforce.com"
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||||
SFDC_ACCESS_KEY_ID="..."
|
||||
SFDC_SECRET_ACCESS_KEY="..."
|
||||
```
|
||||
|
||||
|
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##### Set up for Develop and Testing
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|
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- Run the docker container for the 1st time
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|
||||
```docker run -d --name helix -p 5000:5000 --expose 5000 -t ivannnn/heroku-cedar14-extras:2.0```
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||||
|
||||
- Or re start the docker conatiner
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||||
|
||||
```docker container start helix```
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||||
|
||||
- Copy the code to the container
|
||||
|
||||
```docker cp . helix:project```
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||||
|
||||
- Log in the docker container
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|
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```docker exec -ti helix bash```
|
||||
|
||||
- Run this commands inside the docker conatiner
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||||
|
||||
```
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||||
cd project && \
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rm -rf env && \
|
||||
gem install bundler && \
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||||
service postgresql start &&\
|
||||
service redis-server start &&\
|
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export PGPASSWORD=password &&\
|
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export CIRCLE_TEST_REPORTS=$(pwd) &&\
|
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python3.5 -m venv env &&\
|
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source env/bin/activate &&\
|
||||
pip install invoke &&\
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invoke install &&\
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npm install &&\
|
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invoke db_migrate
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```
|
||||
|
||||
|
||||
##### Important
|
||||
- Open another terminal tab, this script watches for changes and pass them
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to the docker conatiner, which will restart the web server
|
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```./watch.sh```
|
||||
|
||||
|
||||
##### Run the server
|
||||
```invoke serve_debug```
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||||
|
||||
|
||||
##### Test locally without CircleCi
|
||||
```invoke test_ci```
|
||||
|
||||
|
||||
##### Test locally with CircleCi
|
||||
|
||||
- Go to the project dir
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||||
- ```circleci build```
|
||||
|
||||
|
||||
## OS steps wihout Docker
|
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### Setup
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#### macOS systems
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||||
|
||||
@@ -386,9 +284,3 @@ docker exec -it helixroofcalculator_helix_1 invoke db_migrate
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||||
```
|
||||
|
||||
Debugging is possible directly from PyCharm, all code changes are transparent between host and container.
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||||
|
||||
|
||||
## Database schema
|
||||
|
||||
|
||||
|
||||
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58
circle.yml
Normal file
58
circle.yml
Normal file
@@ -0,0 +1,58 @@
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||||
machine:
|
||||
python:
|
||||
version: 3.5.1
|
||||
node:
|
||||
version: 6.1.0
|
||||
|
||||
dependencies:
|
||||
pre:
|
||||
- pip install invoke
|
||||
override:
|
||||
- invoke install
|
||||
- invoke update_version
|
||||
|
||||
database:
|
||||
override:
|
||||
- createdb test
|
||||
- createdb pivotal
|
||||
- echo "CREATE ROLE pivotal WITH UNENCRYPTED PASSWORD 'password';" | psql -U postgres
|
||||
- echo "ALTER ROLE pivotal WITH LOGIN;" | psql -U postgres
|
||||
- echo "GRANT SELECT, UPDATE, INSERT ON ALL TABLES IN SCHEMA test.public TO pivotal;" | psql -U postgres
|
||||
- echo "GRANT CREATE, CONNECT ON DATABASE test TO pivotal;" | psql -U postgres
|
||||
- echo "GRANT SELECT, UPDATE, INSERT ON ALL TABLES IN SCHEMA pivotal.public TO pivotal;" | psql -U postgres
|
||||
- echo "GRANT CREATE, CONNECT ON DATABASE pivotal TO pivotal;" | psql -U postgres
|
||||
- PYTHONPATH=.:$PYTHONPATH alembic upgrade head
|
||||
|
||||
test:
|
||||
override:
|
||||
- invoke test_ci
|
||||
|
||||
deployment:
|
||||
staging:
|
||||
branch: master
|
||||
commands:
|
||||
- invoke update_heroku_version staging
|
||||
- "[[ ! -s \"$(git rev-parse --git-dir)/shallow\" ]] || git fetch --unshallow"
|
||||
- git push -f git@heroku.com:sp-helix-staging.git $CIRCLE_SHA1:refs/heads/master
|
||||
- heroku run --app sp-helix-staging invoke db_migrate
|
||||
- rake ci:deliver
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||||
preprod:
|
||||
branch: preprod
|
||||
commands:
|
||||
- invoke update_heroku_version preprod
|
||||
- "[[ ! -s \"$(git rev-parse --git-dir)/shallow\" ]] || git fetch --unshallow"
|
||||
- git push -f git@heroku.com:sp-helix-preprod.git $CIRCLE_SHA1:refs/heads/master
|
||||
- heroku run --app sp-helix-preprod invoke db_migrate
|
||||
- rake ci:deliver
|
||||
production:
|
||||
tag: /release-.*/
|
||||
commands:
|
||||
- invoke update_heroku_version production
|
||||
- "[[ ! -s \"$(git rev-parse --git-dir)/shallow\" ]] || git fetch --unshallow"
|
||||
- git push -f git@heroku.com:sp-helix-production.git $CIRCLE_SHA1:refs/heads/master
|
||||
- heroku run --app sp-helix-production invoke db_migrate
|
||||
- rake ci:deliver
|
||||
|
||||
notify:
|
||||
webhooks:
|
||||
- url: http://pulse.pivotallabs.com/projects/03ba990f-b8f5-4508-b4c1-19038b2cb791/status
|
||||
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@@ -1,13 +0,0 @@
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"""gunicorn WSGI server configuration."""
|
||||
import multiprocessing
|
||||
import os
|
||||
|
||||
|
||||
bind = '0.0.0.0:' + os.getenv('PORT', '5000')
|
||||
max_requests = 1000
|
||||
worker_class = 'meinheld.gmeinheld.MeinheldWorker'
|
||||
workers = multiprocessing.cpu_count()
|
||||
timeout = os.getenv('TIMEOUT', 120)
|
||||
graceful_timeout = os.getenv('TIMEOUT', 120)
|
||||
keepalive = 5
|
||||
daemon = False
|
||||
@@ -234,43 +234,24 @@ class DXFHelper(object):
|
||||
|
||||
node_store.add_node(node)
|
||||
|
||||
# Optimization: avoid creating thousands of replicated objects
|
||||
graph_directions_cache = {}
|
||||
for x in (0, 1, -1):
|
||||
for y in (0, 1, -1):
|
||||
if x == y == 0:
|
||||
continue
|
||||
graph_directions_cache[(x, y)] = GraphDirection((x, y))
|
||||
|
||||
for node in nodes:
|
||||
if len(node.neighboring_nodes()) == 8:
|
||||
continue
|
||||
|
||||
rotation = math.radians(node.coordinate.rotation)
|
||||
# Optimization: Avoid replicate calculations thousands of times
|
||||
x_spacing_cos_rotation = (node.x_spacing * math.cos(rotation))
|
||||
y_spacing_sin_rotation = (node.y_spacing * math.sin(rotation))
|
||||
x_spacing_sin_rotation = (node.x_spacing * math.sin(rotation))
|
||||
y_spacing_cos_rotation = (node.y_spacing * math.cos(rotation))
|
||||
|
||||
for x in (0, 1, -1):
|
||||
for y in (0, 1, -1):
|
||||
if x == y == 0:
|
||||
continue
|
||||
x_spacing = (x * x_spacing_cos_rotation) - (y * y_spacing_sin_rotation)
|
||||
y_spacing = (x * x_spacing_sin_rotation) + (y * y_spacing_cos_rotation)
|
||||
rotation = math.radians(node.coordinate.rotation)
|
||||
x_spacing = (x * node.x_spacing * math.cos(rotation)) - (y * node.y_spacing * math.sin(rotation))
|
||||
y_spacing = (x * node.x_spacing * math.sin(rotation)) + (y * node.y_spacing * math.cos(rotation))
|
||||
|
||||
coordinate = Coordinate(node.coordinate.x + x_spacing, node.coordinate.y + y_spacing, node.coordinate.rotation)
|
||||
if coordinate.x < 0 or coordinate.y < 0:
|
||||
continue
|
||||
|
||||
# Optimization for `direction = GraphDirection((x, y))`
|
||||
direction = graph_directions_cache[(x, y)]
|
||||
direction = GraphDirection((x, y))
|
||||
if node.has_existing_neighbor(direction):
|
||||
continue
|
||||
|
||||
# FIXME: This is the bottleneck of the loop
|
||||
# Calling this ~10000 times needs ~20 seconds
|
||||
neighbor = node_store.find_coordinate(coordinate)
|
||||
if neighbor:
|
||||
node.add_neighbor(neighbor, direction)
|
||||
@@ -436,7 +417,7 @@ class DXFHelper(object):
|
||||
def __compute_segment_direction(p1, p2):
|
||||
"""
|
||||
Computes direction of a segment. Points taken from building outline are assumed to be in counterclockwise order.
|
||||
|
||||
|
||||
:param p1: first point
|
||||
:param p2: second point
|
||||
:return: tuple representing orientation ('north', 'south', 'east', 'west') and variation in degrees from ideally
|
||||
@@ -457,7 +438,7 @@ class DXFHelper(object):
|
||||
def compute_corner_directions(vertex, prev, next, angle_correction):
|
||||
"""
|
||||
Determines if point is located in north/east corner
|
||||
|
||||
|
||||
:param vertex: point located in the corner
|
||||
:param prev: point previous to vertex, assuming counterclockwise order
|
||||
:param next: point next to vertex, assuming counterclockwise order
|
||||
@@ -529,7 +510,7 @@ class DXFHelper(object):
|
||||
@staticmethod
|
||||
def __generate_wind_zone__(buildings, scaling_factor, points_callback, panel_orientation):
|
||||
"""
|
||||
Important: polygons representing buildings are expected to have points in counterclockwise order
|
||||
Important: polygons representing buildings are expected to have points in counterclockwise order
|
||||
"""
|
||||
|
||||
wind_zones = []
|
||||
|
||||
@@ -2,6 +2,9 @@ import io
|
||||
|
||||
import dxfgrabber
|
||||
|
||||
from helix.constants.file_validation_error import FileValidationMessage
|
||||
from helix.models.dxf.dxf_error import OldDxfFormatException
|
||||
|
||||
|
||||
class DXFService(object):
|
||||
"""
|
||||
@@ -48,7 +51,6 @@ class DXFService(object):
|
||||
|
||||
|
||||
panels = dxf_helper.generate_panels(modules, translated_modules)
|
||||
# FIXME: Building a graph with many entities is very slow
|
||||
node_graph = dxf_helper.build_node_graph(panels, module_constants.panel_spacing)
|
||||
subarrays = dxf_helper.detect_subarrays(node_graph, panels)
|
||||
for subarray in subarrays:
|
||||
|
||||
@@ -1,26 +0,0 @@
|
||||
import boto3
|
||||
import os
|
||||
import uuid
|
||||
|
||||
|
||||
def s3_upload(bytes_or_file_like, filename=None, file_extension=None):
|
||||
'''
|
||||
@bytes_or_file_like: bytes(), open('filepath') or io.StringIO('')
|
||||
'''
|
||||
if filename is None:
|
||||
filename = uuid.uuid4().hex
|
||||
if file_extension:
|
||||
filename += file_extension
|
||||
|
||||
s3 = boto3.resource('s3',
|
||||
aws_access_key_id=os.getenv('AWS_ACCESS_KEY_ID'),
|
||||
aws_secret_access_key=os.getenv('AWS_SECRET_ACCESS_KEY'))
|
||||
|
||||
# Default: test environment
|
||||
bucket_name = os.getenv('AWS_S3_BUCKET', 'sunpower-test-dgplatform-spectrum')
|
||||
|
||||
# Assuming bucket already exists
|
||||
s3.Bucket(bucket_name).put_object(Key=filename, Body=bytes_or_file_like.read(), ACL='public-read')
|
||||
file_url = 'https://s3.amazonaws.com/{}/{}'.format(bucket_name, filename)
|
||||
print('Uploaded filename {} to S3: {}'.format(filename, file_url))
|
||||
return file_url
|
||||
@@ -5,6 +5,7 @@ from helix.presenters.panel_presenter import ProjectPresenter
|
||||
from helix.session_manager import SessionManager
|
||||
from helix.constants import redis_constant, sql_constant
|
||||
from helix.seismic_validator_user_values import SeismicValidatorUserValues
|
||||
from helix.validators.file_validator import FileValidator
|
||||
from helix.validators.seismic_anchor_validator import SeismicAnchorValidator
|
||||
|
||||
api = Blueprint('api', __name__, template_folder='templates')
|
||||
|
||||
@@ -50,7 +50,7 @@ class BomCalculator(object):
|
||||
row_count = sum(subarray.row_count for subarray in self.subarrays)
|
||||
column_count = sum(subarray.column_count for subarray in self.subarrays)
|
||||
parts_list = MechanicalBomCalculator(self.values, self.panels, self.subarrays).mechanical_bom()
|
||||
ebom_parts_list = EbomCalculator(self.values, ceil(row_count), ceil(column_count), parts_list.get(module), self.subarrays).compute_ebom()
|
||||
ebom_parts_list = EbomCalculator(self.values, ceil(row_count), ceil(column_count), parts_list.get(module)).compute_ebom()
|
||||
|
||||
add_parts_to_list(parts_list, ebom_parts_list)
|
||||
|
||||
|
||||
@@ -1,19 +1,12 @@
|
||||
from math import ceil
|
||||
|
||||
from helix.constants.panel_type import PanelType
|
||||
from helix.constants.parts import *
|
||||
|
||||
# This story askes for this special parts to be showed
|
||||
# www.pivotaltracker.com/n/projects/1544689/stories/148016595
|
||||
PARTS_SHOWN_EVEN_WITH_0_ELEMENTS = [
|
||||
delta_kit_inverter_mount,
|
||||
delta_kit_inverter_mount_dt
|
||||
]
|
||||
|
||||
def add_parts_to_list(parts_list, parts_to_add, multiplier=1):
|
||||
for part, quantity in parts_to_add.items():
|
||||
previous_value = parts_list.get(part) or 0
|
||||
if quantity != 0 or part in PARTS_SHOWN_EVEN_WITH_0_ELEMENTS:
|
||||
if quantity != 0:
|
||||
parts_list[part] = previous_value + quantity * multiplier
|
||||
|
||||
|
||||
|
||||
@@ -1,3 +1,4 @@
|
||||
from math import ceil, floor
|
||||
import copy
|
||||
from helix.Repositories.graph_repository import GraphRepository
|
||||
from helix.calculators.ballast_calculator import BallastCalculator
|
||||
|
||||
@@ -5,16 +5,14 @@ from helix.constants import ebom_parts
|
||||
from helix.constants.ebom_parts import *
|
||||
from helix.constants.parts import wire_clip_large, cable_support, cable_support_lid, channel_nut, sunshade
|
||||
from helix.constants.system_type import SystemType
|
||||
from helix.constants.inverter_brand import InverterBrand
|
||||
|
||||
|
||||
class EbomCalculator(object):
|
||||
def __init__(self, user_values, row_count, column_count, modules_count = None, panels = None):
|
||||
def __init__(self, user_values, row_count, column_count, modules_count = None):
|
||||
self.values = user_values
|
||||
self.row_count = row_count
|
||||
self.column_count = column_count
|
||||
self.modules_count = modules_count
|
||||
self.panels = panels
|
||||
|
||||
def resolve_power_monitor_type(self):
|
||||
module_type = self.values.module_type()
|
||||
@@ -30,14 +28,6 @@ class EbomCalculator(object):
|
||||
else:
|
||||
return monitor_controller_240_v
|
||||
|
||||
def resolve_is_delta(self):
|
||||
if len(self.values.inverter_brands()) > 0:
|
||||
return self.values.inverter_brands()[0]['inverter_brand_id'] == InverterBrand.DELTA.value
|
||||
if len(self.values.standalone_inverters()) > 0:
|
||||
return self.values.standalone_inverters()[0]['model'].get_type == InverterBrand.DELTA.label
|
||||
# can't determine without data
|
||||
return False
|
||||
|
||||
def compute_ebom(self):
|
||||
part_list = {}
|
||||
|
||||
@@ -46,9 +36,6 @@ class EbomCalculator(object):
|
||||
monitors = self.values.power_monitors()
|
||||
module_type = self.values.module_type()
|
||||
system_type = self.values.system_type()
|
||||
|
||||
is_delta = self.resolve_is_delta()
|
||||
|
||||
inverter_count = 0
|
||||
total_ac_run_length = 0
|
||||
panel_board_counts = [0, 0]
|
||||
@@ -89,22 +76,16 @@ class EbomCalculator(object):
|
||||
if monitor['power_source'][0] == 'Switch Gear/External':
|
||||
add_parts_to_list(part_list, {proper_monitor_controller: 1}, 1)
|
||||
|
||||
if is_delta:
|
||||
clips_amount = inverter_count * self.row_count * 1.15
|
||||
clips_rounded = int(ceil(clips_amount / 10.0)) * 10
|
||||
add_parts_to_list(part_list, {wire_clip_large: clips_rounded})
|
||||
else:
|
||||
add_parts_to_list(part_list, {wire_clip_large: inverter_count}, self.row_count)
|
||||
add_parts_to_list(part_list, {wire_clip_large: inverter_count}, self.row_count)
|
||||
|
||||
add_parts_to_list(part_list, {stump: 1}, ceil(total_ac_run_length / 4.0))
|
||||
cable_supports = self.calculate_cable_supports(panel_board_counts, len(standalone_inverters), is_delta)
|
||||
cable_supports = self.calculate_cable_supports(panel_board_counts, len(standalone_inverters))
|
||||
add_parts_to_list(part_list, {cable_support: 1, cable_support_lid: 1}, cable_supports)
|
||||
add_parts_to_list(part_list, {rear_skirt_1_1: -1}, ceil(cable_supports*.38))
|
||||
add_parts_to_list(part_list, {rear_skirt: -1}, ceil(cable_supports*.38))
|
||||
|
||||
dependent_part_list = {}
|
||||
|
||||
for part, quantity in part_list.items():
|
||||
dependent_parts = ebom_parts.dependent_parts(module_type, system_type,is_delta).get(part)
|
||||
dependent_parts = ebom_parts.dependent_parts(module_type, system_type).get(part)
|
||||
if dependent_parts:
|
||||
add_parts_to_list(dependent_part_list, dependent_parts, quantity)
|
||||
|
||||
@@ -121,37 +102,21 @@ class EbomCalculator(object):
|
||||
if inverter['dc_switch']:
|
||||
add_parts_to_list(part_list, dc_switch_parts, multiplier)
|
||||
|
||||
def calculate_cable_supports(self, panel_board_counts, standalone_inverter_count, is_delta):
|
||||
# There are some tests that don't have panels
|
||||
if is_delta and self.panels is None:
|
||||
def calculate_cable_supports(self, panel_board_counts, standalone_inverter_count):
|
||||
if sum(panel_board_counts) == 0:
|
||||
return 0
|
||||
if is_delta:
|
||||
panels_count = len(self.panels)
|
||||
if panels_count == 0:
|
||||
return 0
|
||||
if self.values.system_type() == SystemType.dualTilt:
|
||||
Avg_Columns = self.column_count / panels_count
|
||||
Col2Row_Ratio = self.column_count / self.row_count
|
||||
Col2Row_Ratio = 1 if Col2Row_Ratio < 1 else Col2Row_Ratio
|
||||
return ceil(standalone_inverter_count * 1.25 * Avg_Columns * Col2Row_Ratio + Avg_Columns)
|
||||
else:
|
||||
Avg_Rows = self.row_count / panels_count
|
||||
Row2Col_Ratio = self.row_count / self.column_count
|
||||
Row2Col_Ratio = 1 if Row2Col_Ratio < 1 else Row2Col_Ratio
|
||||
return ceil(standalone_inverter_count * 1.25 * Avg_Rows * Row2Col_Ratio + Avg_Rows)
|
||||
|
||||
if self.values.system_type() == SystemType.dualTilt:
|
||||
dimension1 = self.column_count
|
||||
dimension2 = self.row_count
|
||||
else:
|
||||
if sum(panel_board_counts) == 0:
|
||||
return 0
|
||||
if self.values.system_type() == SystemType.dualTilt:
|
||||
dimension1 = self.column_count
|
||||
dimension2 = self.row_count
|
||||
else:
|
||||
dimension1 = self.row_count
|
||||
dimension2 = self.column_count
|
||||
result = (standalone_inverter_count + panel_board_counts[0] + (2 * panel_board_counts[1])) / sum(panel_board_counts)
|
||||
result *= dimension1 * max(dimension1 / dimension2, 1)
|
||||
result += dimension1
|
||||
return ceil(result)
|
||||
dimension1 = self.row_count
|
||||
dimension2 = self.column_count
|
||||
|
||||
result = (standalone_inverter_count + panel_board_counts[0] + (2 * panel_board_counts[1])) / sum(panel_board_counts)
|
||||
result *= dimension1 * max(dimension1 / dimension2, 1)
|
||||
result += dimension1
|
||||
return ceil(result)
|
||||
|
||||
def get_standalone_inverters(self, power_station):
|
||||
standalone_inverters = self.values.standalone_inverters()
|
||||
|
||||
@@ -5,7 +5,7 @@ from helix.calculators.bom_helper import add_parts_to_list, apply_fudge_factors,
|
||||
from helix.calculators.subarray_helper import extract_subarray
|
||||
from helix.constants.module_type import ModuleType
|
||||
from helix.constants.panel_type import PanelType
|
||||
from helix.constants.parts import link_tray, cross_tray, ballast, cross_tray_1_1
|
||||
from helix.constants.parts import link_tray, cross_tray, ballast, cross_tray_1_1, leading_tray
|
||||
from helix.constants.system_type import SystemType
|
||||
|
||||
|
||||
|
||||
@@ -1,5 +1,6 @@
|
||||
from math import ceil, floor
|
||||
|
||||
from helix.calculators.subarray_graph import SubarrayGraph
|
||||
from helix.calculators.subarray_helper import extract_subarray
|
||||
|
||||
from helix.constants.global_constants import minimum_racking_capacity
|
||||
|
||||
@@ -1,3 +1,4 @@
|
||||
import copy
|
||||
from enum import Enum
|
||||
|
||||
from helix.constants.system_type import SystemType
|
||||
|
||||
@@ -18,18 +18,32 @@ class DualTiltParts(object):
|
||||
}
|
||||
|
||||
def __init__(self, module_type):
|
||||
self.corner_panel_parts = {
|
||||
left_deflector_1_1: 1,
|
||||
right_deflector_1_1: 1,
|
||||
dual_tilt_chassis: 1.5,
|
||||
module: 2
|
||||
}
|
||||
self.north_south_panel_parts = {
|
||||
left_deflector_1_1: 1,
|
||||
right_deflector_1_1: 1,
|
||||
dual_tilt_chassis: 1.5,
|
||||
module: 2
|
||||
}
|
||||
if module_type == ModuleType.PSeries:
|
||||
self.corner_panel_parts = {
|
||||
left_deflector_1_1: 1,
|
||||
right_deflector_1_1: 1,
|
||||
dual_tilt_chassis: 1.5,
|
||||
module: 2
|
||||
}
|
||||
self.north_south_panel_parts = {
|
||||
left_deflector_1_1: 1,
|
||||
right_deflector_1_1: 1,
|
||||
dual_tilt_chassis: 1.5,
|
||||
module: 2
|
||||
}
|
||||
else:
|
||||
self.corner_panel_parts = {
|
||||
left_deflector: 1,
|
||||
right_deflector: 1,
|
||||
dual_tilt_chassis: 1.5,
|
||||
module: 2
|
||||
}
|
||||
self.north_south_panel_parts = {
|
||||
left_deflector: 1,
|
||||
right_deflector: 1,
|
||||
dual_tilt_chassis: 1.5,
|
||||
module: 2
|
||||
}
|
||||
|
||||
def row_parts(self, module_type):
|
||||
if module_type == ModuleType.Cell96:
|
||||
|
||||
@@ -128,17 +128,9 @@ def standalone_inverter_parts(inverter, system_type, module_type):
|
||||
if inverter['model'] in InverterType.DELTA.all():
|
||||
parts = {}
|
||||
if system_type == SystemType.singleTilt:
|
||||
parts = {
|
||||
**parts,
|
||||
delta_kit_inverter_mount: 1,
|
||||
delta_kit_inverter_mount_dt: 0
|
||||
}
|
||||
parts = {**parts, delta_kit_inverter_mount: 1}
|
||||
else:
|
||||
parts = {
|
||||
**parts,
|
||||
delta_kit_inverter_mount: 0,
|
||||
delta_kit_inverter_mount_dt: 1
|
||||
}
|
||||
parts = {**parts, delta_kit_inverter_mount_dt: 1}
|
||||
if inverter['splice_box']:
|
||||
parts = {**parts, delta_splice_box: 1}
|
||||
return parts
|
||||
@@ -152,7 +144,6 @@ def standalone_inverter_parts(inverter, system_type, module_type):
|
||||
phillips_screw: 4 * multiplier,
|
||||
ac_inverter_bracket: 1 * multiplier,
|
||||
hex_bolt_1_2: 4,
|
||||
ethernet_plug: 1.8,
|
||||
flat_washer_6: 4,
|
||||
inverter_link_short: v1_1_inverter_links,
|
||||
inverter_link_long: v1_1_inverter_links,
|
||||
@@ -204,30 +195,10 @@ def inverter_parts(inverter, module_type):
|
||||
stump: 6,
|
||||
}
|
||||
|
||||
def dependent_parts(module_type, system_type, is_delta):
|
||||
def dependent_parts(module_type, system_type):
|
||||
v1_1_inverter_links = 0
|
||||
if system_type == SystemType.singleTilt and (module_type == ModuleType.Cell128 or module_type == ModuleType.PSeries):
|
||||
v1_1_inverter_links = 1
|
||||
|
||||
if is_delta:
|
||||
monitor_controller_480_v_={
|
||||
monitor_power_plug: 1,
|
||||
}
|
||||
else:
|
||||
monitor_controller_480_v_={
|
||||
monitor_power_plug: 1,
|
||||
flat_washer: 4,
|
||||
channel_nut: 4,
|
||||
hex_nut_three_eighths_16: 2,
|
||||
front_legs: 1,
|
||||
back_legs: 1,
|
||||
inverter_link: 2,
|
||||
inverter_rail: 1,
|
||||
rubber_foot: 3,
|
||||
hex_bolt_1_2: 9,
|
||||
mounting_back_plate: 1,
|
||||
}
|
||||
|
||||
return {
|
||||
panel_board_2: {
|
||||
harness_ac_inner: 2,
|
||||
@@ -275,7 +246,19 @@ def dependent_parts(module_type, system_type, is_delta):
|
||||
inverter_link_long: v1_1_inverter_links,
|
||||
inverter_link: -2 * v1_1_inverter_links,
|
||||
},
|
||||
monitor_controller_480_v: monitor_controller_480_v_,
|
||||
monitor_controller_480_v: {
|
||||
monitor_power_plug: 1,
|
||||
flat_washer: 4,
|
||||
channel_nut: 4,
|
||||
hex_nut_three_eighths_16: 2,
|
||||
front_legs: 1,
|
||||
back_legs: 1,
|
||||
inverter_link: 2,
|
||||
inverter_rail: 1,
|
||||
rubber_foot: 3,
|
||||
hex_bolt_1_2: 9,
|
||||
mounting_back_plate: 1,
|
||||
},
|
||||
monitor_controller_240_v: {},
|
||||
ac_splice_box: {
|
||||
hex_bolt_1_2: 4,
|
||||
|
||||
@@ -7,10 +7,6 @@ class InverterTypeSMA(IntEnum):
|
||||
MODEL_20KW = 6
|
||||
MODEL_24KW = 8
|
||||
|
||||
@property
|
||||
def get_type(self):
|
||||
return "SMA"
|
||||
|
||||
@property
|
||||
def default_string(self):
|
||||
return {
|
||||
@@ -53,10 +49,6 @@ class InverterTypeDelta(IntEnum):
|
||||
MODEL_60KW = 11
|
||||
MODEL_80KW = 12
|
||||
|
||||
@property
|
||||
def get_type(self):
|
||||
return "Delta"
|
||||
|
||||
@property
|
||||
def label(self):
|
||||
return {
|
||||
|
||||
@@ -60,37 +60,14 @@ class DualTilt128CellConstants(object):
|
||||
return 1, 1
|
||||
|
||||
def base_weight(self, panel_type, tray_count):
|
||||
values_per_panel_type = {
|
||||
PanelType.Corner: [122.70,
|
||||
124.55,
|
||||
126.40,
|
||||
129.55,
|
||||
132.71,
|
||||
135.86,
|
||||
139.01][tray_count],
|
||||
PanelType.NorthSouth: [121.63,
|
||||
123.48,
|
||||
125.33,
|
||||
128.48,
|
||||
131.64,
|
||||
134.79,
|
||||
137.94][tray_count],
|
||||
PanelType.EastWest: [118.28,
|
||||
120.13,
|
||||
121.99,
|
||||
125.14,
|
||||
128.29,
|
||||
131.45,
|
||||
134.60][tray_count],
|
||||
PanelType.Middle: [117.21,
|
||||
119.06,
|
||||
120.92,
|
||||
124.07,
|
||||
127.22,
|
||||
130.38,
|
||||
133.53][tray_count],
|
||||
}
|
||||
return values_per_panel_type.get(panel_type)
|
||||
if panel_type == PanelType.Corner:
|
||||
return [108.66, 110.96, 112.11, 116.44, 119.62, 122.80, 125.98][tray_count]
|
||||
elif panel_type == PanelType.NorthSouth:
|
||||
return [107.58, 109.88, 111.03, 114.21, 117.39, 120.57, 123.75][tray_count]
|
||||
elif panel_type == PanelType.EastWest:
|
||||
return [103.19, 105.49, 105.49, 108.67, 111.85, 115.03, 118.21][tray_count]
|
||||
else:
|
||||
return [102.11, 104.41, 104.41, 107.59, 110.77, 113.95, 117.13][tray_count]
|
||||
|
||||
def link_tray_thresholds(self, panel_type):
|
||||
if panel_type == PanelType.Corner or panel_type == PanelType.NorthSouth:
|
||||
|
||||
@@ -60,38 +60,23 @@ class DualTilt96CellConstants(object):
|
||||
return 1, 1
|
||||
|
||||
def base_weight(self, panel_type, tray_count):
|
||||
values_per_panel_type = {
|
||||
PanelType.Corner: [92.41,
|
||||
94.26,
|
||||
96.12,
|
||||
98.54,
|
||||
100.97,
|
||||
103.39,
|
||||
105.82][tray_count],
|
||||
PanelType.NorthSouth: [91.63,
|
||||
93.48,
|
||||
95.33,
|
||||
97.76,
|
||||
100.18,
|
||||
102.61,
|
||||
105.03][tray_count],
|
||||
PanelType.EastWest: [88.00,
|
||||
89.85,
|
||||
91.70,
|
||||
94.13,
|
||||
96.55,
|
||||
98.98,
|
||||
101.40][tray_count],
|
||||
PanelType.Middle: [87.21,
|
||||
89.06,
|
||||
90.92,
|
||||
93.34,
|
||||
95.77,
|
||||
98.19,
|
||||
100.62][tray_count],
|
||||
}
|
||||
return values_per_panel_type.get(panel_type)
|
||||
|
||||
if panel_type == PanelType.Corner or panel_type == PanelType.NorthSouth:
|
||||
return [92.58,
|
||||
94.31,
|
||||
96.03,
|
||||
98.33,
|
||||
100.63,
|
||||
102.93,
|
||||
105.23][tray_count]
|
||||
else:
|
||||
return [87.11,
|
||||
88.84,
|
||||
89.41,
|
||||
91.71,
|
||||
94.01,
|
||||
96.31,
|
||||
98.61][tray_count]
|
||||
|
||||
def link_tray_thresholds(self, panel_type):
|
||||
if panel_type == PanelType.Corner or panel_type == PanelType.NorthSouth:
|
||||
return [7.5, 10, 15]
|
||||
|
||||
@@ -60,37 +60,14 @@ class DualTiltPSeriesConstants(object):
|
||||
return 1, 1
|
||||
|
||||
def base_weight(self, panel_type, tray_count):
|
||||
values_per_panel_type = {
|
||||
PanelType.Corner: [116.70,
|
||||
118.55,
|
||||
120.40,
|
||||
123.55,
|
||||
126.71,
|
||||
129.86,
|
||||
133.01][tray_count],
|
||||
PanelType.NorthSouth: [115.63,
|
||||
117.48,
|
||||
119.33,
|
||||
122.48,
|
||||
125.64,
|
||||
128.79,
|
||||
131.94][tray_count],
|
||||
PanelType.EastWest: [112.28,
|
||||
114.13,
|
||||
115.99,
|
||||
119.14,
|
||||
122.29,
|
||||
125.45,
|
||||
128.60][tray_count],
|
||||
PanelType.Middle: [111.21,
|
||||
113.06,
|
||||
114.92,
|
||||
118.07,
|
||||
121.22,
|
||||
124.38,
|
||||
127.53][tray_count],
|
||||
}
|
||||
return values_per_panel_type.get(panel_type)
|
||||
if panel_type == PanelType.Corner:
|
||||
return [103.66, 105.96, 107.11, 111.44, 114.62, 117.80, 120.98][tray_count]
|
||||
elif panel_type == PanelType.NorthSouth:
|
||||
return [102.58, 104.88, 106.03, 109.21, 112.39, 115.57, 118.75][tray_count]
|
||||
elif panel_type == PanelType.EastWest:
|
||||
return [98.19, 100.49, 100.49, 103.67, 106.85, 110.03, 113.21][tray_count]
|
||||
else:
|
||||
return [97.11, 99.41, 99.41, 102.59, 105.77, 108.95, 112.13][tray_count]
|
||||
|
||||
def link_tray_thresholds(self, panel_type):
|
||||
if panel_type == PanelType.Corner or panel_type == PanelType.NorthSouth:
|
||||
|
||||
@@ -131,10 +131,14 @@ class SingleTilt128CellConstants(object):
|
||||
return 1, 1
|
||||
|
||||
def base_weight(self, panel_type, tray_count):
|
||||
return [[68.02, 68.02, 71.17, 74.32],
|
||||
[65.05, 65.05, 68.20, 71.35],
|
||||
[65.87, 67.73, 70.88, 74.03],
|
||||
[63.26, 65.11, 68.26, 71.41]][panel_type.index()][tray_count]
|
||||
if panel_type == PanelType.Corner:
|
||||
return [71.91, 71.91, 75.09, 78.27][tray_count]
|
||||
elif panel_type == PanelType.NorthSouth:
|
||||
return [65.8, 65.8, 68.98, 72.16][tray_count]
|
||||
elif panel_type == PanelType.EastWest:
|
||||
return [69.75, 72.05, 75.23, 78.41][tray_count]
|
||||
else:
|
||||
return [65.08, 67.38, 70.56, 73.74][tray_count]
|
||||
|
||||
def link_tray_thresholds(self, panel_type):
|
||||
return [[0, 13.0],
|
||||
|
||||
@@ -130,10 +130,10 @@ class SingleTilt96CellConstants(object):
|
||||
return 1, 1
|
||||
|
||||
def base_weight(self, panel_type, tray_count):
|
||||
return [[51.10, 51.10, 53.52, 55.95],
|
||||
[48.13, 48.13, 50.55, 52.98],
|
||||
[49.24, 51.09, 53.52, 55.94],
|
||||
[48.33, 50.19, 52.61, 55.04]][panel_type.index()][tray_count]
|
||||
return [[54.50, 54.50, 56.80, 59.10],
|
||||
[49.47, 49.47, 51.77, 54.07],
|
||||
[53.42, 55.72, 58.02, 60.32],
|
||||
[48.75, 51.05, 53.35, 55.65]][panel_type.index()][tray_count]
|
||||
|
||||
def link_tray_thresholds(self, panel_type):
|
||||
return [[0, 12.0],
|
||||
|
||||
@@ -130,10 +130,14 @@ class SingleTiltPSeriesConstants(object):
|
||||
return 1, 1
|
||||
|
||||
def base_weight(self, panel_type, tray_count):
|
||||
return [[65.02, 65.02, 68.17, 71.32],
|
||||
[62.05, 62.05, 65.20, 68.35],
|
||||
[62.87, 64.73, 67.88, 71.03],
|
||||
[60.26, 62.11, 65.26, 68.41]][panel_type.index()][tray_count]
|
||||
if panel_type == PanelType.Corner:
|
||||
return [66.91, 66.91, 70.09, 73.27][tray_count]
|
||||
elif panel_type == PanelType.NorthSouth:
|
||||
return [60.8, 60.8, 63.98, 67.16][tray_count]
|
||||
elif panel_type == PanelType.EastWest:
|
||||
return [64.75, 67.05, 70.23, 73.41][tray_count]
|
||||
else:
|
||||
return [60.08, 62.38, 65.56, 68.74][tray_count]
|
||||
|
||||
def link_tray_thresholds(self, panel_type):
|
||||
return [[0, 13.0],
|
||||
|
||||
@@ -5,6 +5,8 @@ dual_tilt_chassis = ('514056', 'BASE, CHASSIS, DUAL TILT, HELIX ROOF')
|
||||
dual_tilt_platform = ('514057', 'PLATFORM, CHASSIS, DUAL TILT, HELIX ROOF')
|
||||
platform_bolt = ('515063', 'SCREW, CAP, SH, M6 X 1 X 12, 18-8 SS (DIN 912)')
|
||||
|
||||
left_deflector = ('513841', 'DEFLECTOR, LH, HELIX ROOF')
|
||||
right_deflector = ('513842', 'DEFLECTOR, RH, HELIX ROOF')
|
||||
front_skirt = ('515928', 'FRONT SKIRT, HELIX ROOF')
|
||||
rear_skirt = ('515929', 'REAR SKIRT, HELIX ROOF')
|
||||
spoiler = ('513836', 'SPOILER, SINGLE TILT, HELIX ROOF')
|
||||
@@ -57,10 +59,10 @@ inverter_link_long = ('521797', 'LINK TO ARRAY, SHORT, INVERTER RACK, HELIX ROOF
|
||||
|
||||
mounting_back_plate = ('518331', 'MOUNTING BACK PLATE, INVERTER/PANEL BOARD, HELIX ROOF/TRACKER')
|
||||
|
||||
sma_12kw_inverter = ('523921', 'INVERTER, SMA, STP, 20000TL-US-10 (SPR-20000m-3-H), AFCI, CONNECTORIZED, UTX XL REV D DC CONNECTORS')
|
||||
sma_15kw_inverter = ('523922', 'INVERTER, SMA, STP, 24000TL-US-10 (SPR-24000m-3-H), AFCI, CONNECTORIZED, UTX XL REV D DC CONNECTORS')
|
||||
sma_20kw_inverter = ('523923', 'INVERTER, SMA, STP, 12000TL-US-10 (SPR-12000m-3-H), AFCI, CONNECTORIZED, UTX XL REV D DC CONNECTORS')
|
||||
sma_24kw_inverter = ('523924', 'INVERTER, SMA, STP, 15000TL-US-10 (SPR-15000m-3-H), AFCI, CONNECTORIZED, UTX XL REV D DC CONNECTORS')
|
||||
sma_12kw_inverter = ('514686', 'INVERTER, SMA, STP, 12000TL-US-10 (SPR-12000m-3 XXX), AFCI, CONNECTORIZED')
|
||||
sma_15kw_inverter = ('514687', 'INVERTER, SMA, STP, 15000TL-US-10 (SPR-15000m-3 XXX), AFCI, CONNECTORIZED')
|
||||
sma_20kw_inverter = ('512676', 'INVERTER, SMA, STP, 20000TL-US-10 (SPR-20000m-3 XXX), AFCI, CONNECTORIZED')
|
||||
sma_24kw_inverter = ('514685', 'INVERTER, SMA, STP, 24000TL-US-10 (SPR-24000m-3 XXX), AFCI, CONNECTORIZED')
|
||||
|
||||
delta_36kw_inverter = ('524952', 'INVERTER, DELTA, M36U_122(MC4), 10INPUT, 36KW, 3PH 480V AC,1000V DC')
|
||||
delta_42kw_inverter = ('524969', 'INVERTER, DELTA, M42U_122(MC4), 12INPUT, 42KW, 3PH 480V AC,1000V DC')
|
||||
@@ -157,6 +159,8 @@ all_parts = [
|
||||
dual_tilt_chassis,
|
||||
dual_tilt_platform,
|
||||
platform_bolt,
|
||||
left_deflector,
|
||||
right_deflector,
|
||||
front_skirt,
|
||||
rear_skirt,
|
||||
spoiler,
|
||||
|
||||
@@ -18,19 +18,32 @@ class SingleTiltParts(object):
|
||||
}
|
||||
|
||||
def __init__(self, module_type):
|
||||
self.corner_panel_parts = {
|
||||
module: 1,
|
||||
single_tilt_chassis: 1,
|
||||
left_deflector_1_1: 0.5,
|
||||
right_deflector_1_1: 0.5,
|
||||
}
|
||||
self.east_west_panel_parts = {
|
||||
module: 1,
|
||||
single_tilt_chassis: 1.5,
|
||||
left_deflector_1_1: 0.5,
|
||||
right_deflector_1_1: 0.5
|
||||
}
|
||||
|
||||
if module_type == ModuleType.PSeries:
|
||||
self.corner_panel_parts = {
|
||||
module: 1,
|
||||
single_tilt_chassis: 1,
|
||||
left_deflector_1_1: 0.5,
|
||||
right_deflector_1_1: 0.5,
|
||||
}
|
||||
self.east_west_panel_parts = {
|
||||
module: 1,
|
||||
single_tilt_chassis: 1.5,
|
||||
left_deflector_1_1: 0.5,
|
||||
right_deflector_1_1: 0.5
|
||||
}
|
||||
else:
|
||||
self.corner_panel_parts = {
|
||||
module: 1,
|
||||
single_tilt_chassis: 1,
|
||||
left_deflector: 0.5,
|
||||
right_deflector: 0.5
|
||||
}
|
||||
self.east_west_panel_parts = {
|
||||
module: 1,
|
||||
single_tilt_chassis: 1.5,
|
||||
left_deflector: 0.5,
|
||||
right_deflector: 0.5
|
||||
}
|
||||
|
||||
def row_parts(self, _):
|
||||
return {}
|
||||
@@ -55,7 +68,7 @@ class SingleTiltParts(object):
|
||||
|
||||
def module(self, module_type):
|
||||
if module_type == ModuleType.Cell96:
|
||||
rear_skirt_parts = rear_skirt_1_1
|
||||
rear_skirt_parts = rear_skirt
|
||||
spoiler_parts = spoiler
|
||||
else:
|
||||
rear_skirt_parts = rear_skirt_1_1
|
||||
|
||||
@@ -1,16 +0,0 @@
|
||||
import re
|
||||
|
||||
|
||||
def convert_camel_case_to_snake_case(name):
|
||||
s1 = re.sub('(.)([A-Z][a-z]+)', r'\1_\2', name)
|
||||
return re.sub('([a-z0-9])([A-Z])', r'\1_\2', s1).lower()
|
||||
|
||||
|
||||
def convert_dict_keys_to_snake_case(a_dict):
|
||||
new_dict = {}
|
||||
for old_key in a_dict.keys():
|
||||
new_key = convert_camel_case_to_snake_case(old_key)
|
||||
new_dict[new_key] = a_dict[old_key]
|
||||
return new_dict
|
||||
|
||||
|
||||
@@ -130,14 +130,8 @@ class NodeQuadTree():
|
||||
self.nodeList = toKeep
|
||||
|
||||
# Return a list of all possible nodes that can be near this point
|
||||
# Optimization `only_quads_related = True`:
|
||||
# Avoid replicate a large self.nodeList. Get only the other elements.
|
||||
# Call this in complement of `self.nodeList`
|
||||
def retrieve(self, nearPoint, only_quads_related=False):
|
||||
if only_quads_related:
|
||||
retNodes = []
|
||||
else:
|
||||
retNodes = self.nodeList[:] # = list(self.nodeList)
|
||||
def retrieve(self, nearPoint):
|
||||
retNodes = list(self.nodeList)
|
||||
|
||||
if self.quads[0] is not None:
|
||||
index = self.getIndex(nearPoint)
|
||||
|
||||
@@ -9,10 +9,7 @@ class ArrayVisualization {
|
||||
this.isDualTilt = isDualTilt;
|
||||
this.subarrayDisplay = subarrayDisplay;
|
||||
this.buildings = buildings;
|
||||
|
||||
// Default options
|
||||
this.scale = 10;
|
||||
this.panels = [];
|
||||
}
|
||||
|
||||
init() {
|
||||
@@ -25,12 +22,12 @@ class ArrayVisualization {
|
||||
this.stage.mouseMoveOutside = true;
|
||||
this.adjustScale(this.buildings);
|
||||
|
||||
this.drawArray(this.container, this.panelData);
|
||||
this.drawArray(this.container, this.panelData, this.scale);
|
||||
this.container.x = 0;
|
||||
this.container.y = 0;
|
||||
this.stage.addChild(this.container);
|
||||
|
||||
this.drawBuildings(this.buildings, this.scale);
|
||||
this.drawBuildings(this.buildings,this.scale);
|
||||
|
||||
this.stage.update();
|
||||
|
||||
@@ -79,13 +76,13 @@ class ArrayVisualization {
|
||||
|
||||
}
|
||||
|
||||
drawBuildings(buildings) {
|
||||
if (!buildings || buildings.length === 0) {
|
||||
drawBuildings(buildings, scale) {
|
||||
if (!buildings) {
|
||||
console.log("No Buildings!");
|
||||
return;
|
||||
}
|
||||
|
||||
if (!this.scale) {
|
||||
if (!scale) {
|
||||
console.log("No Scale - don't know how big the buildings should be!");
|
||||
return;
|
||||
}
|
||||
@@ -102,14 +99,14 @@ class ArrayVisualization {
|
||||
|
||||
line.graphics.beginStroke(color);
|
||||
|
||||
line.graphics.moveTo(firstPoint.x * this.scale, firstPoint.y * this.scale);
|
||||
line.graphics.moveTo(firstPoint.x * scale, firstPoint.y * scale);
|
||||
|
||||
for (let j = 1; j < building.length; j++ ) {
|
||||
nextPoint = building[j];
|
||||
line.graphics.lineTo(nextPoint.x * this.scale, nextPoint.y * this.scale);
|
||||
line.graphics.moveTo(nextPoint.x * this.scale, nextPoint.y * this.scale);
|
||||
line.graphics.lineTo(nextPoint.x * scale ,nextPoint.y * scale);
|
||||
line.graphics.moveTo(nextPoint.x * scale,nextPoint.y * scale);
|
||||
}
|
||||
line.graphics.lineTo(firstPoint.x * this.scale, firstPoint.y * this.scale );
|
||||
line.graphics.lineTo(firstPoint.x * scale, firstPoint.y * scale );
|
||||
line.graphics.endStroke();
|
||||
|
||||
}
|
||||
@@ -124,7 +121,7 @@ class ArrayVisualization {
|
||||
this.container.removeChild(this.panels[i]);
|
||||
}
|
||||
|
||||
this.drawArray(this.container, this.panelData);
|
||||
this.drawArray(this.container, this.panelData, this.scale);
|
||||
|
||||
let selectedPanel = this.selectedPanel;
|
||||
this.selectedPanel = undefined;
|
||||
@@ -137,14 +134,18 @@ class ArrayVisualization {
|
||||
}
|
||||
|
||||
drawArray(container, panels) {
|
||||
this.panels = [];
|
||||
let treatCoordinatesAsCenterpoints = this.buildings && this.buildings.length > 0;
|
||||
for (let i = 0; i < panels.length; i++) {
|
||||
let box = new Panel(panels[i], this.isDualTilt, this.scale, treatCoordinatesAsCenterpoints);
|
||||
let panel = panels[i];
|
||||
|
||||
let box = new Panel(panel, this.isDualTilt, this.scale, treatCoordinatesAsCenterpoints);
|
||||
container.addChild(box);
|
||||
this.panels.push(box);
|
||||
|
||||
box.on("click", () => {
|
||||
this.selectPanel(i);
|
||||
let self = this;
|
||||
box.on("click", function () {
|
||||
self.selectPanel(i);
|
||||
});
|
||||
}
|
||||
}
|
||||
|
||||
@@ -1,26 +1,22 @@
|
||||
let AutoUpload = () => {
|
||||
$("#file_upload").change((e) => {
|
||||
var ten_megabyte_max_upload = 10000000;
|
||||
$("#error_container_txt").empty();
|
||||
if (e.currentTarget.files[0].size < ten_megabyte_max_upload) {
|
||||
// $('#spinner-panel').show();
|
||||
$('#spinner-panel').css('width', '100%'); // Workaround for Safari issue
|
||||
e.currentTarget.form.submit();
|
||||
} else {
|
||||
$("#error_container_txt").append('<span class="error_message centered_error" id="error_message_txt">The system configuration you have uploaded is too large. Try splitting your design into two separate text files and run the tool twice.</span>');
|
||||
}
|
||||
var ten_megabyte_max_upload = 10000000;
|
||||
$("#error_container_txt").empty();
|
||||
if(e.currentTarget.files[0].size < ten_megabyte_max_upload){
|
||||
e.currentTarget.form.submit();
|
||||
}else{
|
||||
$("#error_container_txt").append('<span class="error_message centered_error" id="error_message_txt">The system configuration you have uploaded is too large. Try splitting your design into two separate text files and run the tool twice.</span>');
|
||||
}
|
||||
});
|
||||
|
||||
$("#dxf_upload").change((e) => {
|
||||
var ten_megabyte_max_upload = 10000000;
|
||||
$("#error_container_dxf").empty();
|
||||
if (e.currentTarget.files[0].size < ten_megabyte_max_upload) {
|
||||
// $('#spinner-panel').show();
|
||||
$('#spinner-panel').css('width', '100%'); // Workaround for Safari issue
|
||||
e.currentTarget.form.submit();
|
||||
} else {
|
||||
$("#error_container_dxf").append('<span class="error_message centered_error" id="error_message_dxf">The system configuration you have uploaded is too large. Try splitting your design into two separate text files and run the tool twice.</span>');
|
||||
}
|
||||
var ten_megabyte_max_upload = 10000000;
|
||||
$("#error_container_dxf").empty();
|
||||
if(e.currentTarget.files[0].size < ten_megabyte_max_upload){
|
||||
e.currentTarget.form.submit();
|
||||
}else{
|
||||
$("#error_container_dxf").append('<span class="error_message centered_error" id="error_message_dxf">The system configuration you have uploaded is too large. Try splitting your design into two separate text files and run the tool twice.</span>');
|
||||
}
|
||||
});
|
||||
};
|
||||
|
||||
|
||||
@@ -8,16 +8,13 @@ import AutoUpload from './auto_upload';
|
||||
|
||||
$(document).ready(function () {
|
||||
AutoUpload();
|
||||
|
||||
if (is_csv_available) {
|
||||
let subarrayDisplay = new SubarrayDisplay();
|
||||
subarrayDisplay.init($('#current_anchors'), $('#needed_anchors'), $('#subarray_weight'), panel_data);
|
||||
let arrayVisualization = new ArrayVisualization(panel_data, is_dual_tilt, subarrayDisplay, buildings_coordinates);
|
||||
arrayVisualization.init();
|
||||
new ZoomControl(arrayVisualization).init($('#zoom_control'));
|
||||
new OverlayControl(arrayVisualization).init($('#overlay_control'), $('#legend_container'));
|
||||
new SeismicControl(arrayVisualization, subarrayDisplay).init($('.seismic_anchor_control'), $("#seismic_save"));
|
||||
window.arrayVisualization = arrayVisualization;
|
||||
}
|
||||
let subarrayDisplay = new SubarrayDisplay();
|
||||
subarrayDisplay.init($('#current_anchors'), $('#needed_anchors'), $('#subarray_weight'), panel_data);
|
||||
let arrayVisualization = new ArrayVisualization(panel_data, is_dual_tilt, subarrayDisplay, buildings_coordinates);
|
||||
arrayVisualization.init();
|
||||
new ZoomControl(arrayVisualization).init($('#zoom_control'));
|
||||
new OverlayControl(arrayVisualization).init($('#overlay_control'), $('#legend_container'));
|
||||
new SeismicControl(arrayVisualization, subarrayDisplay).init($('.seismic_anchor_control'), $("#seismic_save"));
|
||||
window.arrayVisualization = arrayVisualization;
|
||||
|
||||
});
|
||||
|
||||
@@ -1,16 +0,0 @@
|
||||
try:
|
||||
import ujson as json
|
||||
except ImportError:
|
||||
import json
|
||||
|
||||
|
||||
class JsonBuilder:
|
||||
def build_bom_output(self, rows):
|
||||
data = []
|
||||
headers = ['Part #', 'Description', 'Total']
|
||||
for row in rows:
|
||||
d = {}
|
||||
for i, value in enumerate(row):
|
||||
d[headers[i]] = value
|
||||
data.append(d)
|
||||
return json.dumps(data)
|
||||
101
helix/main.py
101
helix/main.py
@@ -6,10 +6,8 @@ from flask import Flask, request, make_response, session, render_template, \
|
||||
redirect, url_for
|
||||
from flask import got_request_exception
|
||||
from flask.ext import assets
|
||||
from flask_oauthlib.client import OAuth
|
||||
from webassets.filter import get_filter
|
||||
|
||||
from helix.sales_force import tasks as sf_tasks
|
||||
from helix.Services.doc_gen_service import DocGenService
|
||||
from helix.Services.dxf_helper import DXFHelper
|
||||
from helix.Services.dxf_service import DXFService
|
||||
@@ -36,20 +34,6 @@ app.register_blueprint(api, url_prefix='/api')
|
||||
app.secret_key = os.getenv('SECRET_KEY', 'verysecretkey')
|
||||
app.config['PROFILE'] = True
|
||||
|
||||
|
||||
# Sales Force integrations
|
||||
oauth = OAuth()
|
||||
SF_BASE_URL = os.getenv('SFDC_BASE_URL', 'https://test.salesforce.com')
|
||||
sales_force = oauth.remote_app('sales_force',
|
||||
consumer_key=os.getenv('SFDC_ACCESS_KEY_ID'),
|
||||
consumer_secret=os.getenv('SFDC_SECRET_ACCESS_KEY'),
|
||||
base_url=SF_BASE_URL,
|
||||
request_token_url=None, # OAuth 2
|
||||
access_token_method='POST', # Sales Force requirement
|
||||
access_token_url=SF_BASE_URL + '/services/oauth2/token',
|
||||
authorize_url=SF_BASE_URL + '/services/oauth2/authorize',
|
||||
)
|
||||
|
||||
assets_env = assets.Environment(app)
|
||||
assets_env.init_app(app)
|
||||
assets_env.load_path = [
|
||||
@@ -83,10 +67,6 @@ def init_rollbar():
|
||||
got_request_exception.connect(rollbar.contrib.flask.report_exception, app)
|
||||
|
||||
|
||||
def is_sfdc_session():
|
||||
return 'SFID' in session
|
||||
|
||||
|
||||
@app.route("/")
|
||||
def index():
|
||||
return redirect(url_for('site_characterization'))
|
||||
@@ -129,9 +109,6 @@ def test_dxf():
|
||||
# wizard steps
|
||||
@app.route("/site_characterization/", methods=['GET', 'POST'])
|
||||
def site_characterization():
|
||||
if is_sfdc_session():
|
||||
return redirect('/summary/')
|
||||
|
||||
db_session = sql_constant.sql_session_maker()
|
||||
session_manager = SessionManager(session, redis_constant.redis_store, db_session)
|
||||
site_info_form = InputForm()
|
||||
@@ -159,7 +136,6 @@ def summary():
|
||||
context['current_step'] = 2
|
||||
|
||||
if context['site_data_available']:
|
||||
context['project_name'] = session_manager.site.project_name
|
||||
user_values = session_manager.user_values()
|
||||
calculator = Calculator(user_values, calculate_panel_data=False)
|
||||
context['wind_zones'] = user_values.system_type().system_constants().wind_zones
|
||||
@@ -177,9 +153,6 @@ def summary():
|
||||
else:
|
||||
context['no_proceed'] = True
|
||||
|
||||
if is_sfdc_session():
|
||||
context['hide_back'] = True
|
||||
|
||||
db_session.close()
|
||||
return render_template('site_summary.html.jinja', context=context)
|
||||
|
||||
@@ -226,7 +199,6 @@ def array_summary():
|
||||
else:
|
||||
try:
|
||||
module_constants = user_values.module_system_constants()
|
||||
# FIXME: parsing a file with many entities is very slow
|
||||
dxf_data = DXFService().parse(file_contents,
|
||||
module_constants,
|
||||
user_values.system_type(),
|
||||
@@ -456,70 +428,6 @@ def helix_documentation():
|
||||
return render_template('helix_documentation.jinja', context=context)
|
||||
|
||||
|
||||
# Sales Force Integration
|
||||
@app.route('/sales_force_login')
|
||||
def sales_force_login():
|
||||
# To test it locally: https://localhost:8443/sales_force_login?SFID=a3cL00000004QsQIAU
|
||||
sfid = request.args.get('SFID')
|
||||
if sfid:
|
||||
session.clear()
|
||||
session['SFID'] = sfid
|
||||
return sales_force.authorize(callback=url_for('sales_force_authorized', _external=True, SFID=sfid), SFID=sfid)
|
||||
else:
|
||||
return redirect('/')
|
||||
|
||||
|
||||
@app.route('/sales_force_authorized')
|
||||
def sales_force_authorized():
|
||||
next_url = url_for('summary')
|
||||
|
||||
resp = sales_force.authorized_response()
|
||||
if resp is None:
|
||||
print('Unable to authenticate to SFDC.')
|
||||
return redirect(next_url)
|
||||
|
||||
print('New Sales Force - OAuth2 login')
|
||||
db_session = sql_constant.sql_session_maker()
|
||||
session_manager = SessionManager(session, redis_constant.redis_store, db_session)
|
||||
session['sales_force_token'] = resp['access_token']
|
||||
|
||||
data = sf_tasks.get_site_characterization_from_sales_force(session, resp['instance_url'])
|
||||
if data:
|
||||
session_manager.save_form_submission(data)
|
||||
return redirect(next_url)
|
||||
else:
|
||||
return sales_force_logout()
|
||||
|
||||
|
||||
# FIXME
|
||||
from flask import jsonify
|
||||
@app.route("/export-sfdc")
|
||||
def export_sfdc():
|
||||
if not is_sfdc_session():
|
||||
return redirect('/')
|
||||
db_session = sql_constant.sql_session_maker()
|
||||
session_manager = SessionManager(session, redis_constant.redis_store, db_session)
|
||||
session_id = session_manager.session['id']
|
||||
data = sf_tasks.export_to_sfdc(session_id)
|
||||
db_session.close()
|
||||
return jsonify(data)
|
||||
# return redirect('/download')
|
||||
|
||||
|
||||
@sales_force.tokengetter
|
||||
def get_sales_force_token(token=None):
|
||||
return session.get('sales_force_token')
|
||||
|
||||
|
||||
@app.route('/sales_force_logout')
|
||||
def sales_force_logout():
|
||||
session.pop('SFID', None)
|
||||
session.pop('sales_force_token', None)
|
||||
session.clear()
|
||||
return redirect('/')
|
||||
# End of Sales Force Integration
|
||||
|
||||
|
||||
@app.template_filter('format_number')
|
||||
def format_number(number):
|
||||
return "{:,g}".format(number)
|
||||
@@ -549,13 +457,8 @@ def enum():
|
||||
|
||||
def main():
|
||||
host = '0.0.0.0'
|
||||
debug = bool(os.getenv("FLASK_DEBUG", False))
|
||||
if os.getenv('FLASK_DEBUG_SSL', None):
|
||||
port = int(os.getenv('PORT', 8443))
|
||||
app.run(host=host, port=port, debug=debug, ssl_context='adhoc')
|
||||
else:
|
||||
port = int(os.getenv('PORT', 5000))
|
||||
app.run(host=host, port=port, debug=debug)
|
||||
port = int(os.getenv('PORT', 5000))
|
||||
app.run(host=host, port=port, debug=bool(os.getenv("FLASK_DEBUG", False)))
|
||||
|
||||
|
||||
@app.route("/fail-test")
|
||||
|
||||
@@ -25,7 +25,6 @@ class GraphNodeStore(list):
|
||||
dy = node.coordinate.y - coordinate.y
|
||||
return dx * dx + dy * dy
|
||||
|
||||
# FIXME: This is slow if called thousands of times. Do not add any overhead in this method.
|
||||
def find_coordinate(self, coordinate):
|
||||
# create and populate the quadtree on first request
|
||||
if self.quadTree is None:
|
||||
@@ -34,15 +33,9 @@ class GraphNodeStore(list):
|
||||
self.quadTree.insert(node)
|
||||
del self[:]
|
||||
|
||||
variance_square = self.variance ** 2
|
||||
# Optimization: avoid creating a copy of the big list `self.quadTree.nodeList`
|
||||
# Old: possibilities = self.quadTree.retrieve(coordinate)
|
||||
possibilities = self.quadTree.nodeList
|
||||
possibilities = self.quadTree.retrieve(coordinate)
|
||||
for node in possibilities:
|
||||
if self.distance_squared(node, coordinate) <= variance_square:
|
||||
if self.distance_squared(node, coordinate) <= self.variance ** 2:
|
||||
return node
|
||||
more_possibilities = self.quadTree.retrieve(coordinate, only_quads_related=True)
|
||||
for node in more_possibilities:
|
||||
if self.distance_squared(node, coordinate) <= variance_square:
|
||||
return node
|
||||
return None
|
||||
else:
|
||||
return None
|
||||
|
||||
@@ -1,3 +1,6 @@
|
||||
import math
|
||||
|
||||
from helix.models.coordinate import Coordinate
|
||||
import sys
|
||||
|
||||
class ProjectPresenter(object):
|
||||
@@ -45,11 +48,14 @@ class ProjectPresenter(object):
|
||||
|
||||
# Move coordinates to reflect origin being at top-left
|
||||
# (as per canvas) instead of bottom-left
|
||||
height = max(map(lambda row: row['y'], table_data))
|
||||
first_cell = min(map(lambda row: row['y'], table_data))
|
||||
# if max_y is not passed - use the panels instead of buildings
|
||||
if max_y is None:
|
||||
height = max(map(lambda row: row['y'], table_data))
|
||||
else:
|
||||
height = max_y
|
||||
self.offset = height
|
||||
for panel in table_data:
|
||||
panel['y'] = height - panel['y'] + first_cell
|
||||
panel['y'] = height - panel['y']
|
||||
return table_data
|
||||
|
||||
def get_buildings(self, buildings):
|
||||
@@ -70,6 +76,10 @@ class ProjectPresenter(object):
|
||||
point.y = point.y * spacing_y
|
||||
presentable_building.append(point.__dict__)
|
||||
|
||||
for presentable_building in result:
|
||||
for point in presentable_building:
|
||||
point['y'] = self.offset - point['y']
|
||||
|
||||
return result
|
||||
|
||||
def get_max_y(self,buildings, panels):
|
||||
|
||||
@@ -1,118 +0,0 @@
|
||||
import io
|
||||
import uuid
|
||||
|
||||
import requests
|
||||
|
||||
from helix.calculators.calculator import Calculator
|
||||
from helix.constants import redis_constant, sql_constant
|
||||
from helix.constants.system_type import SystemType
|
||||
from helix.csv_builder import CsvBuilder
|
||||
from helix.doc_gen_params_builder import DocGenParamsBuilder
|
||||
from helix.helpers.camel_case import convert_dict_keys_to_snake_case
|
||||
from helix.json_builder import JsonBuilder
|
||||
from helix.presenters.image_presenter import ImagePresenter
|
||||
from helix.Services.doc_gen_service import DocGenService
|
||||
from helix.Services.s3_helper import s3_upload
|
||||
from helix.session_manager import SessionManager
|
||||
|
||||
|
||||
def get_site_characterization_from_sales_force(session, base_url):
|
||||
'''
|
||||
@base_url: Avoid URL_NOT_RESET errors
|
||||
'''
|
||||
access_token = session['sales_force_token']
|
||||
sfid = session['SFID']
|
||||
helix_id = session['id']
|
||||
url = base_url + '/services/apexrest/v1/HelixRoofDetails'
|
||||
headers = {'Authorization': 'Bearer {}'.format(access_token)}
|
||||
result = requests.get(url, headers=headers, params={'SFID': sfid, 'helix_session_id': helix_id})
|
||||
if result.status_code == 200:
|
||||
data = result.json()
|
||||
if data:
|
||||
data = convert_sales_force_data_format_to_helix(data)
|
||||
return data
|
||||
else:
|
||||
print('Error while getting data from Sales Force: {}'.format(result.status_code))
|
||||
print(result.content)
|
||||
|
||||
|
||||
def convert_sales_force_data_format_to_helix(data):
|
||||
data = convert_dict_keys_to_snake_case(data)
|
||||
|
||||
if data['system_type'] == 'Single-Tilt':
|
||||
data['system_type'] = SystemType.singleTilt.value
|
||||
elif data['system_type'] == 'Dual-Tilt':
|
||||
data['system_type'] = SystemType.dualTilt.value
|
||||
|
||||
data['ballast_block_weight'] = data['ballast_weight']
|
||||
data['max_system_pressure'] = data['max_psf'] = data['system_pressure']
|
||||
return data
|
||||
# data['spectral_response_acceleration']
|
||||
|
||||
|
||||
def export_to_sfdc(session_id):
|
||||
step = 'Exporting to SFDC'
|
||||
try:
|
||||
# 1. Load User Values
|
||||
step = 'Loading User Values'
|
||||
session = {'id': session_id}
|
||||
db_session = sql_constant.sql_session_maker()
|
||||
session_manager = SessionManager(session, redis_constant.redis_store, db_session)
|
||||
user_values = session_manager.user_values()
|
||||
calculator = Calculator(user_values)
|
||||
|
||||
# 2. Generate BOM CSV file
|
||||
step = 'Generating BOM'
|
||||
bom = calculator.compute_bom()
|
||||
csv_file = CsvBuilder().build_bom_output(bom)
|
||||
# 2.1 Generate BOM CSV file
|
||||
step = 'Generating BOM as JSON'
|
||||
json_str = JsonBuilder().build_bom_output(bom)
|
||||
|
||||
# 3. Generate DOCUMENTATION PDF file
|
||||
step = 'Generating Documentation'
|
||||
image_presenter = ImagePresenter(user_values.system_type(), user_values.module_type())
|
||||
doc_gen_service = DocGenService(requests, DocGenParamsBuilder(user_values, user_values.system_type(), calculator, image_presenter))
|
||||
document = doc_gen_service.generate() # Call external service
|
||||
|
||||
# 4. Get Uploaded DXF file in the Helix system
|
||||
step = 'Loading uploaded DXF'
|
||||
dxf_contents = session_manager.site.dxf_file or session_manager.site.cad_file
|
||||
# dxf_filename = session_manager.site.dxf_file_name
|
||||
|
||||
# 5. Save CSV/PDF/DXF files into AWS-S3
|
||||
step = 'Uploading to S3'
|
||||
filename = uuid.uuid4().hex
|
||||
bom_csv_url = s3_upload(io.StringIO(csv_file), filename=filename + '.csv')
|
||||
bom_json_url = s3_upload(io.StringIO(json_str), filename=filename + '.json')
|
||||
doc_url = s3_upload(io.BytesIO(document), filename=filename + '.pdf')
|
||||
if dxf_contents: # Optional
|
||||
dxf_url = s3_upload(io.StringIO(dxf_contents), filename=filename + '.dxf')
|
||||
else:
|
||||
dxf_url = None
|
||||
|
||||
# 6. Notify SFDC system with an API request
|
||||
step = 'Notifying SFDC'
|
||||
SFDC_API_URL = 'https://localhost:8443/' # FIXME
|
||||
data = {
|
||||
'dxf_url': dxf_url,
|
||||
'bom_csv_url': bom_csv_url,
|
||||
'bom_json_url': bom_json_url,
|
||||
'documentation_url': doc_url,
|
||||
}
|
||||
print(data)
|
||||
# result = requests.post(SFDC_API_URL, data=data, timeout=30)
|
||||
|
||||
# 7. Internal logs
|
||||
# if result.status_code != 200: # FIXME
|
||||
# print('')
|
||||
# else:
|
||||
# print('')
|
||||
|
||||
db_session.close()
|
||||
return data
|
||||
# return result.status_code
|
||||
except Exception as e:
|
||||
msg = 'Error while {} for session {}'.format(step, session_id)
|
||||
print(msg)
|
||||
raise e
|
||||
@@ -1,85 +0,0 @@
|
||||
/*
|
||||
Animation example, for spinners
|
||||
*/
|
||||
.animate-spin {
|
||||
-moz-animation: spin 2s infinite linear;
|
||||
-o-animation: spin 2s infinite linear;
|
||||
-webkit-animation: spin 2s infinite linear;
|
||||
animation: spin 2s infinite linear;
|
||||
display: inline-block;
|
||||
}
|
||||
@-moz-keyframes spin {
|
||||
0% {
|
||||
-moz-transform: rotate(0deg);
|
||||
-o-transform: rotate(0deg);
|
||||
-webkit-transform: rotate(0deg);
|
||||
transform: rotate(0deg);
|
||||
}
|
||||
|
||||
100% {
|
||||
-moz-transform: rotate(359deg);
|
||||
-o-transform: rotate(359deg);
|
||||
-webkit-transform: rotate(359deg);
|
||||
transform: rotate(359deg);
|
||||
}
|
||||
}
|
||||
@-webkit-keyframes spin {
|
||||
0% {
|
||||
-moz-transform: rotate(0deg);
|
||||
-o-transform: rotate(0deg);
|
||||
-webkit-transform: rotate(0deg);
|
||||
transform: rotate(0deg);
|
||||
}
|
||||
|
||||
100% {
|
||||
-moz-transform: rotate(359deg);
|
||||
-o-transform: rotate(359deg);
|
||||
-webkit-transform: rotate(359deg);
|
||||
transform: rotate(359deg);
|
||||
}
|
||||
}
|
||||
@-o-keyframes spin {
|
||||
0% {
|
||||
-moz-transform: rotate(0deg);
|
||||
-o-transform: rotate(0deg);
|
||||
-webkit-transform: rotate(0deg);
|
||||
transform: rotate(0deg);
|
||||
}
|
||||
|
||||
100% {
|
||||
-moz-transform: rotate(359deg);
|
||||
-o-transform: rotate(359deg);
|
||||
-webkit-transform: rotate(359deg);
|
||||
transform: rotate(359deg);
|
||||
}
|
||||
}
|
||||
@-ms-keyframes spin {
|
||||
0% {
|
||||
-moz-transform: rotate(0deg);
|
||||
-o-transform: rotate(0deg);
|
||||
-webkit-transform: rotate(0deg);
|
||||
transform: rotate(0deg);
|
||||
}
|
||||
|
||||
100% {
|
||||
-moz-transform: rotate(359deg);
|
||||
-o-transform: rotate(359deg);
|
||||
-webkit-transform: rotate(359deg);
|
||||
transform: rotate(359deg);
|
||||
}
|
||||
}
|
||||
@keyframes spin {
|
||||
0% {
|
||||
-moz-transform: rotate(0deg);
|
||||
-o-transform: rotate(0deg);
|
||||
-webkit-transform: rotate(0deg);
|
||||
transform: rotate(0deg);
|
||||
}
|
||||
|
||||
100% {
|
||||
-moz-transform: rotate(359deg);
|
||||
-o-transform: rotate(359deg);
|
||||
-webkit-transform: rotate(359deg);
|
||||
transform: rotate(359deg);
|
||||
}
|
||||
}
|
||||
17
helix/static/css/fontello.css
vendored
17
helix/static/css/fontello.css
vendored
@@ -1,11 +1,11 @@
|
||||
@font-face {
|
||||
font-family: 'fontello';
|
||||
src: url('../font/fontello.eot?24283821');
|
||||
src: url('../font/fontello.eot?24283821#iefix') format('embedded-opentype'),
|
||||
url('../font/fontello.woff2?24283821') format('woff2'),
|
||||
url('../font/fontello.woff?24283821') format('woff'),
|
||||
url('../font/fontello.ttf?24283821') format('truetype'),
|
||||
url('../font/fontello.svg?24283821#fontello') format('svg');
|
||||
src: url('../font/fontello.eot?10976371');
|
||||
src: url('../font/fontello.eot?10976371#iefix') format('embedded-opentype'),
|
||||
url('../font/fontello.woff2?10976371') format('woff2'),
|
||||
url('../font/fontello.woff?10976371') format('woff'),
|
||||
url('../font/fontello.ttf?10976371') format('truetype'),
|
||||
url('../font/fontello.svg?10976371#fontello') format('svg');
|
||||
font-weight: normal;
|
||||
font-style: normal;
|
||||
}
|
||||
@@ -15,7 +15,7 @@
|
||||
@media screen and (-webkit-min-device-pixel-ratio:0) {
|
||||
@font-face {
|
||||
font-family: 'fontello';
|
||||
src: url('../font/fontello.svg?24283821#fontello') format('svg');
|
||||
src: url('../font/fontello.svg?10976371#fontello') format('svg');
|
||||
}
|
||||
}
|
||||
*/
|
||||
@@ -69,5 +69,4 @@
|
||||
.icon-info:before { content: '\e80b'; } /* '' */
|
||||
.icon-close:before { content: '\e80c'; } /* '' */
|
||||
.icon-sunpower-logo:before { content: '\e80d'; } /* '' */
|
||||
.icon-upload-cloud:before { content: '\e80e'; } /* '' */
|
||||
.icon-spin6:before { content: '\e839'; } /* '' */
|
||||
.icon-upload-cloud:before { content: '\e80e'; } /* '' */
|
||||
@@ -1023,21 +1023,3 @@ table .right_border_cell {
|
||||
margin-bottom: 25px;
|
||||
}
|
||||
|
||||
.spinner-panel {
|
||||
position: fixed;
|
||||
margin: 0 auto;
|
||||
top: 0;
|
||||
left: 0;
|
||||
width: 0; /* It will be updated to 100% in JS. Workaround for Safari issue with display:none; */
|
||||
height: 100%;
|
||||
background-color: rgba(0, 0, 0, 0.8);
|
||||
z-index: 1;
|
||||
|
||||
display: flex;
|
||||
flex-flow: column nowrap;
|
||||
align-items: center;
|
||||
justify-content: center;
|
||||
color: #fff;
|
||||
font-weight: bold;
|
||||
font-size: 24px;
|
||||
}
|
||||
|
||||
Binary file not shown.
@@ -1,7 +1,7 @@
|
||||
<?xml version="1.0" standalone="no"?>
|
||||
<!DOCTYPE svg PUBLIC "-//W3C//DTD SVG 1.1//EN" "http://www.w3.org/Graphics/SVG/1.1/DTD/svg11.dtd">
|
||||
<svg xmlns="http://www.w3.org/2000/svg">
|
||||
<metadata>Copyright (C) 2017 by original authors @ fontello.com</metadata>
|
||||
<metadata>Copyright (C) 2016 by original authors @ fontello.com</metadata>
|
||||
<defs>
|
||||
<font id="fontello" horiz-adv-x="1000" >
|
||||
<font-face font-family="fontello" font-weight="400" font-stretch="normal" units-per-em="1000" ascent="850" descent="-150" />
|
||||
@@ -35,8 +35,6 @@
|
||||
<glyph glyph-name="sunpower-logo" unicode="" d="M466 633c-35 61-77 96-152 96-78 0-146-56-146-137 0-76 78-111 138-138l59-26c114-50 211-107 211-248 0-154-124-272-277-272-141 0-247 91-275 228l96 27c13-90 82-164 177-164 94 0 181 73 181 172 0 103-81 138-163 175l-53 24c-103 47-192 99-192 225 0 137 116 225 247 225 98 0 181-50 228-137l-79-50 0 0z m537-353c0-66-3-140 38-197 39-53 114-84 178-84 63 0 132 29 173 79 47 56 43 133 43 202l0 525 99 0 0-552c0-96-7-172-78-244-60-66-148-101-237-101-83 0-168 32-228 90-77 74-86 154-86 255l0 552 98 0 0-525 0 0z m874 562l688-720 0 683 98 0 0-922-688 720 0-680-98 0 0 919z m1255-128l36 0c114 0 230-11 230-155 0-126-92-159-201-159l-65 0 0 314 0 0z m0-405l71 0c74 0 150 9 209 58 55 46 84 119 84 190 0 78-33 155-99 201-64 44-143 47-219 47l-145 0 0-882 99 0 0 386 0 0z m1949-165l285 706 285-706 232 661 106 0-338-927-285 709-285-709-338 927 106 0 232-661z m1128 661l457 0 0-91-359 0 0-262 348 0 0-91-348 0 0-347 359 0 0-91-457 0 0 882z m886-91l29 0c118 0 225-14 225-159 0-137-113-158-224-158l-30 0 0 317 0 0z m0-404l24 0 267-387 120 0-280 395c136 12 221 108 221 244 0 198-156 243-323 243l-127 0 0-882 98 0 0 387 0 0z m-2487 53c0-257-204-453-463-453-253 0-456 205-456 451 0 249 201 454 456 454 259 0 463-195 463-452m-816-2c0-188 150-354 348-354 204 0 363 154 363 354 0 203-157 357-363 357-200 0-348-166-348-357m3755 309c0 24 6 46 18 67 12 21 29 38 50 50 21 12 43 18 67 18 24 0 47-6 68-18 21-12 37-29 49-49 12-21 18-44 18-68 0-24-6-46-17-66-12-21-28-38-49-50-21-13-44-19-69-19-24 0-47 6-68 19-21 12-37 29-49 49-12 21-18 43-18 67l0 0z m17 0c0-21 5-41 16-59 11-18 25-33 43-43 18-11 38-16 59-16 22 0 41 5 59 16 19 10 33 25 44 43 10 18 16 38 16 59 0 21-6 40-16 58-10 18-24 33-43 44-18 11-38 16-60 16-21 0-40-5-59-16-18-10-32-25-43-43-11-19-16-38-16-59l0 0z m166 33c0-9-2-17-6-25-5-7-12-12-20-17l42-70-22 0-37 65-30 0 0-65-18 0 0 158 37 0c18 0 31-4 40-11 10-8 14-19 14-35l0 0z m-73-33l20 0c11 0 19 3 25 8 7 6 10 14 10 25 0 20-12 30-36 30l-19 0 0-63 0 0z" horiz-adv-x="7828" />
|
||||
|
||||
<glyph glyph-name="upload-cloud" unicode="" d="M760 494q100 0 170-68t70-166-70-166-170-68l-190 0 0 190 106 0-176 230-174-230 104 0 0-190-248 0q-74 0-128 52t-54 124q0 74 53 126t129 52q14 0 20-2-2 12-2 38 0 108 78 184t188 76q90 0 160-52t94-134q28 4 40 4z" horiz-adv-x="1000" />
|
||||
|
||||
<glyph glyph-name="spin6" unicode="" d="M855 9c-189-190-520-172-705 13-190 190-200 494-28 695 11 13 21 26 35 34 36 23 85 18 117-13 30-31 35-76 16-112-5-9-9-15-16-22-140-151-145-379-8-516 153-153 407-121 542 34 106 122 142 297 77 451-83 198-305 291-510 222l0 1c236 82 492-24 588-252 71-167 37-355-72-493-11-15-23-29-36-42z" horiz-adv-x="1000" />
|
||||
</font>
|
||||
</defs>
|
||||
</svg>
|
||||
|
Before Width: | Height: | Size: 6.1 KiB After Width: | Height: | Size: 5.7 KiB |
Binary file not shown.
Binary file not shown.
Binary file not shown.
@@ -73,18 +73,15 @@
|
||||
function _interopRequireDefault(obj) { return obj && obj.__esModule ? obj : { default: obj }; }
|
||||
|
||||
$(document).ready(function () {
|
||||
(0, _auto_upload2.default)();
|
||||
|
||||
if (is_csv_available) {
|
||||
var subarrayDisplay = new _subarray_display2.default();
|
||||
subarrayDisplay.init($('#current_anchors'), $('#needed_anchors'), $('#subarray_weight'), panel_data);
|
||||
var arrayVisualization = new _array_visualization2.default(panel_data, is_dual_tilt, subarrayDisplay, buildings_coordinates);
|
||||
arrayVisualization.init();
|
||||
new _zoom_control2.default(arrayVisualization).init($('#zoom_control'));
|
||||
new _overlay_control2.default(arrayVisualization).init($('#overlay_control'), $('#legend_container'));
|
||||
new _seismic_control2.default(arrayVisualization, subarrayDisplay).init($('.seismic_anchor_control'), $("#seismic_save"));
|
||||
window.arrayVisualization = arrayVisualization;
|
||||
}
|
||||
(0, _auto_upload2.default)();
|
||||
var subarrayDisplay = new _subarray_display2.default();
|
||||
subarrayDisplay.init($('#current_anchors'), $('#needed_anchors'), $('#subarray_weight'), panel_data);
|
||||
var arrayVisualization = new _array_visualization2.default(panel_data, is_dual_tilt, subarrayDisplay, buildings_coordinates);
|
||||
arrayVisualization.init();
|
||||
new _zoom_control2.default(arrayVisualization).init($('#zoom_control'));
|
||||
new _overlay_control2.default(arrayVisualization).init($('#overlay_control'), $('#legend_container'));
|
||||
new _seismic_control2.default(arrayVisualization, subarrayDisplay).init($('.seismic_anchor_control'), $("#seismic_save"));
|
||||
window.arrayVisualization = arrayVisualization;
|
||||
});
|
||||
|
||||
/***/ }),
|
||||
@@ -125,10 +122,7 @@
|
||||
this.isDualTilt = isDualTilt;
|
||||
this.subarrayDisplay = subarrayDisplay;
|
||||
this.buildings = buildings;
|
||||
|
||||
// Default options
|
||||
this.scale = 10;
|
||||
this.panels = [];
|
||||
}
|
||||
|
||||
_createClass(ArrayVisualization, [{
|
||||
@@ -143,7 +137,7 @@
|
||||
this.stage.mouseMoveOutside = true;
|
||||
this.adjustScale(this.buildings);
|
||||
|
||||
this.drawArray(this.container, this.panelData);
|
||||
this.drawArray(this.container, this.panelData, this.scale);
|
||||
this.container.x = 0;
|
||||
this.container.y = 0;
|
||||
this.stage.addChild(this.container);
|
||||
@@ -206,13 +200,13 @@
|
||||
}
|
||||
}, {
|
||||
key: 'drawBuildings',
|
||||
value: function drawBuildings(buildings) {
|
||||
if (!buildings || buildings.length === 0) {
|
||||
value: function drawBuildings(buildings, scale) {
|
||||
if (!buildings) {
|
||||
console.log("No Buildings!");
|
||||
return;
|
||||
}
|
||||
|
||||
if (!this.scale) {
|
||||
if (!scale) {
|
||||
console.log("No Scale - don't know how big the buildings should be!");
|
||||
return;
|
||||
}
|
||||
@@ -229,14 +223,14 @@
|
||||
|
||||
line.graphics.beginStroke(color);
|
||||
|
||||
line.graphics.moveTo(firstPoint.x * this.scale, firstPoint.y * this.scale);
|
||||
line.graphics.moveTo(firstPoint.x * scale, firstPoint.y * scale);
|
||||
|
||||
for (var j = 1; j < building.length; j++) {
|
||||
nextPoint = building[j];
|
||||
line.graphics.lineTo(nextPoint.x * this.scale, nextPoint.y * this.scale);
|
||||
line.graphics.moveTo(nextPoint.x * this.scale, nextPoint.y * this.scale);
|
||||
line.graphics.lineTo(nextPoint.x * scale, nextPoint.y * scale);
|
||||
line.graphics.moveTo(nextPoint.x * scale, nextPoint.y * scale);
|
||||
}
|
||||
line.graphics.lineTo(firstPoint.x * this.scale, firstPoint.y * this.scale);
|
||||
line.graphics.lineTo(firstPoint.x * scale, firstPoint.y * scale);
|
||||
line.graphics.endStroke();
|
||||
}
|
||||
|
||||
@@ -251,7 +245,7 @@
|
||||
this.container.removeChild(this.panels[i]);
|
||||
}
|
||||
|
||||
this.drawArray(this.container, this.panelData);
|
||||
this.drawArray(this.container, this.panelData, this.scale);
|
||||
|
||||
var selectedPanel = this.selectedPanel;
|
||||
this.selectedPanel = undefined;
|
||||
@@ -267,15 +261,19 @@
|
||||
value: function drawArray(container, panels) {
|
||||
var _this2 = this;
|
||||
|
||||
this.panels = [];
|
||||
var treatCoordinatesAsCenterpoints = this.buildings && this.buildings.length > 0;
|
||||
|
||||
var _loop = function _loop(i) {
|
||||
var box = new _panel.Panel(panels[i], _this2.isDualTilt, _this2.scale, treatCoordinatesAsCenterpoints);
|
||||
var panel = panels[i];
|
||||
|
||||
var box = new _panel.Panel(panel, _this2.isDualTilt, _this2.scale, treatCoordinatesAsCenterpoints);
|
||||
container.addChild(box);
|
||||
_this2.panels.push(box);
|
||||
|
||||
var self = _this2;
|
||||
box.on("click", function () {
|
||||
_this2.selectPanel(i);
|
||||
self.selectPanel(i);
|
||||
});
|
||||
};
|
||||
|
||||
@@ -24733,32 +24731,28 @@
|
||||
"use strict";
|
||||
|
||||
Object.defineProperty(exports, "__esModule", {
|
||||
value: true
|
||||
value: true
|
||||
});
|
||||
var AutoUpload = function AutoUpload() {
|
||||
$("#file_upload").change(function (e) {
|
||||
var ten_megabyte_max_upload = 10000000;
|
||||
$("#error_container_txt").empty();
|
||||
if (e.currentTarget.files[0].size < ten_megabyte_max_upload) {
|
||||
// $('#spinner-panel').show();
|
||||
$('#spinner-panel').css('width', '100%'); // Workaround for Safari issue
|
||||
e.currentTarget.form.submit();
|
||||
} else {
|
||||
$("#error_container_txt").append('<span class="error_message centered_error" id="error_message_txt">The system configuration you have uploaded is too large. Try splitting your design into two separate text files and run the tool twice.</span>');
|
||||
}
|
||||
});
|
||||
$("#file_upload").change(function (e) {
|
||||
var ten_megabyte_max_upload = 10000000;
|
||||
$("#error_container_txt").empty();
|
||||
if (e.currentTarget.files[0].size < ten_megabyte_max_upload) {
|
||||
e.currentTarget.form.submit();
|
||||
} else {
|
||||
$("#error_container_txt").append('<span class="error_message centered_error" id="error_message_txt">The system configuration you have uploaded is too large. Try splitting your design into two separate text files and run the tool twice.</span>');
|
||||
}
|
||||
});
|
||||
|
||||
$("#dxf_upload").change(function (e) {
|
||||
var ten_megabyte_max_upload = 10000000;
|
||||
$("#error_container_dxf").empty();
|
||||
if (e.currentTarget.files[0].size < ten_megabyte_max_upload) {
|
||||
// $('#spinner-panel').show();
|
||||
$('#spinner-panel').css('width', '100%'); // Workaround for Safari issue
|
||||
e.currentTarget.form.submit();
|
||||
} else {
|
||||
$("#error_container_dxf").append('<span class="error_message centered_error" id="error_message_dxf">The system configuration you have uploaded is too large. Try splitting your design into two separate text files and run the tool twice.</span>');
|
||||
}
|
||||
});
|
||||
$("#dxf_upload").change(function (e) {
|
||||
var ten_megabyte_max_upload = 10000000;
|
||||
$("#error_container_dxf").empty();
|
||||
if (e.currentTarget.files[0].size < ten_megabyte_max_upload) {
|
||||
e.currentTarget.form.submit();
|
||||
} else {
|
||||
$("#error_container_dxf").append('<span class="error_message centered_error" id="error_message_dxf">The system configuration you have uploaded is too large. Try splitting your design into two separate text files and run the tool twice.</span>');
|
||||
}
|
||||
});
|
||||
};
|
||||
|
||||
exports.default = AutoUpload;
|
||||
|
||||
@@ -1,15 +1,6 @@
|
||||
{% extends "layout.html.jinja" %}
|
||||
{% set title = "Helix Calculator" %}
|
||||
{% block contents %}
|
||||
<script>
|
||||
var is_csv_available = {{ context['csv_available']|tojson|safe }};
|
||||
</script>
|
||||
|
||||
<div id="spinner-panel" class="spinner-panel">
|
||||
<p>Uploading files. Please wait, this may take a while.</p>
|
||||
<i class="icon-spin6 animate-spin"></i>
|
||||
</div>
|
||||
|
||||
{% if not context['csv_available'] %}
|
||||
<form action="" method="post" enctype="multipart/form-data">
|
||||
{{ form.csrf_token }}
|
||||
|
||||
@@ -1,10 +1,6 @@
|
||||
{% extends "layout.html.jinja" %}
|
||||
{% set title = "Helix Calculator" %}
|
||||
{% block contents %}
|
||||
{% for warning in context['warning_messages'] %}
|
||||
<div class="summary_warning">{{ warning.value }}</div>
|
||||
{% endfor %}
|
||||
|
||||
<div class="form_section">
|
||||
<h3>Download</h3>
|
||||
</div>
|
||||
@@ -24,14 +20,6 @@
|
||||
<button>Download BOM (.txt)</button>
|
||||
</a>
|
||||
</div>
|
||||
|
||||
{% if 'SFID' in session %}
|
||||
<div class="download">
|
||||
<a href="/export-sfdc">
|
||||
<button>Export documents to Salesforce</button>
|
||||
</a>
|
||||
</div>
|
||||
{% endif %}
|
||||
{% else %}
|
||||
Please complete previous steps first!
|
||||
{% endif %}
|
||||
|
||||
@@ -8,10 +8,6 @@
|
||||
<link href="//cdn.rawgit.com/noelboss/featherlight/1.7.6/release/featherlight.min.css" type="text/css" rel="stylesheet" />
|
||||
<link rel="shortcut icon" href="https://us.sunpower.com/sites/sunpower/files/favicon.ico">
|
||||
<link rel="stylesheet" type="text/css" href={{ url_for('static', filename='css/fontello.css') }}>
|
||||
<link rel="stylesheet" type="text/css" href={{ url_for('static', filename='css/animation.css') }}>
|
||||
<script src="https://code.jquery.com/jquery-2.2.4.min.js"
|
||||
integrity="sha256-BbhdlvQf/xTY9gja0Dq3HiwQF8LaCRTXxZKRutelT44="
|
||||
crossorigin="anonymous"></script>
|
||||
{% if context['google_analytics_token'] %}
|
||||
<script>
|
||||
(function (i, s, o, g, r, a, m) {
|
||||
|
||||
@@ -1,9 +1,5 @@
|
||||
<div class="navigation_buttons">
|
||||
{% if context['hide_back'] %}
|
||||
{% else %}
|
||||
<a class="back button" href="{{ context['steps'][context['current_step'] - 2][2] }}">Back</a>
|
||||
{% endif %}
|
||||
|
||||
<a class="back button" href="{{ context['steps'][context['current_step'] - 2][2] }}">Back</a>
|
||||
{% if context['steps']|length > context['current_step'] and not context.get('no_proceed') %}
|
||||
{% if not form or context['override_form'] %}
|
||||
<a class="button" href="{{ context['steps'][context['current_step']][2] }}" value="Next">Next</a>
|
||||
|
||||
@@ -3,11 +3,10 @@
|
||||
{% block contents %}
|
||||
{% if context['site_data_available'] %}
|
||||
<div class="form_section">
|
||||
<h3>Summary <small>({{ context['project_name'] }})</small></h3>
|
||||
<h3>Summary</h3>
|
||||
{% for warning in context['warning_messages'] %}
|
||||
<div class="summary_warning">{{ warning.value }}</div>
|
||||
{% endfor %}
|
||||
|
||||
<table class="summary_table" id="summary_table">
|
||||
<tr>
|
||||
<td colspan="2" class="table_meta_headers">OUTPUTS</td>
|
||||
@@ -81,13 +80,8 @@
|
||||
</tr>
|
||||
</table>
|
||||
|
||||
|
||||
</div>
|
||||
|
||||
|
||||
{% endif %}
|
||||
{% include "navigation_buttons.html.jinja" %}
|
||||
{% if 'SFID' in session %}
|
||||
<small><i>Sales Force project</i> (<a href="/sales_force_logout">Logout</a>)</small>
|
||||
{% endif %}
|
||||
{% endblock %}
|
||||
|
||||
@@ -60,9 +60,6 @@ class UserValues(object):
|
||||
def power_monitors(self):
|
||||
return [power_monitor.to_json() for power_monitor in self.site.power_monitors]
|
||||
|
||||
def inverter_brands(self):
|
||||
return [inverter_brands.to_json() for inverter_brands in self.site.inverter_brands]
|
||||
|
||||
def csv(self):
|
||||
csv_data = self.site.cad_file
|
||||
if not csv_data:
|
||||
@@ -159,3 +156,4 @@ class UserValues(object):
|
||||
else:
|
||||
return False # should not happen, but if it does rather not show the warning
|
||||
|
||||
|
||||
|
||||
Binary file not shown.
@@ -1,7 +1,5 @@
|
||||
import csv
|
||||
from helix.constants.file_validation_error import FileValidationError, FileValidationMessage
|
||||
from helix.calculators.coordinates_calculator import CoordinatesCalculator
|
||||
from helix.models.coordinate import Coordinate
|
||||
|
||||
|
||||
class CsvInputValidator(object):
|
||||
@@ -30,14 +28,14 @@ class CsvInputValidator(object):
|
||||
|
||||
file_validation_chain = [
|
||||
CsvInputValidator.validate_file_for_panel_types,
|
||||
# CsvInputValidator.validate_for_spacing, # disabling this feature for the moment
|
||||
CsvInputValidator.validate_for_spacing,
|
||||
]
|
||||
result = self.run_validation_chain(headers, rows, file_validation_chain)
|
||||
if result:
|
||||
return FileValidationError(result, None)
|
||||
|
||||
return None
|
||||
except Exception as inst:
|
||||
except:
|
||||
return FileValidationError(FileValidationMessage.Generic, None)
|
||||
|
||||
# Row Validators
|
||||
@@ -80,41 +78,28 @@ class CsvInputValidator(object):
|
||||
|
||||
def validate_for_spacing(self, headers, rows):
|
||||
try:
|
||||
|
||||
if len(headers) < 13:
|
||||
return None
|
||||
|
||||
coordinates_calculator = CoordinatesCalculator(self.user_values)
|
||||
|
||||
min_spacing = self.user_values.module_system_constants().panel_spacing
|
||||
scaling_factor = self.user_values.module_system_constants().tolerance + 1
|
||||
spacing_x, spacing_y = self.user_values.module_system_constants().panel_spacing
|
||||
|
||||
spacing_coordinates = Coordinate(spacing_x*scaling_factor, spacing_y*scaling_factor,0)
|
||||
spacing_coordinates_scaled = coordinates_calculator.scale(spacing_coordinates)
|
||||
|
||||
min_spacing = (min_spacing[0]*scaling_factor, min_spacing[1]*scaling_factor)
|
||||
|
||||
for row_index, row in enumerate(rows):
|
||||
first_panel = Coordinate(float(row[11]), float(row[12]), float(row[13]))
|
||||
first_panel_rotated = coordinates_calculator.rotate(first_panel)
|
||||
first_panel_scaled = coordinates_calculator.scale(first_panel_rotated)
|
||||
for row_index2, row2 in enumerate(rows):
|
||||
if row_index2 <= row_index:
|
||||
continue
|
||||
|
||||
second_panel = Coordinate(float(row2[11]), float(row2[12]), float(row2[13]))
|
||||
second_panel_rotated = coordinates_calculator.rotate(second_panel)
|
||||
second_panel_scaled = coordinates_calculator.scale(second_panel_rotated)
|
||||
x1_pos = float(row[11])
|
||||
y1_pos = float(row[12])
|
||||
|
||||
x_diff = round(abs(first_panel_scaled.x - second_panel_scaled.x),3)
|
||||
y_diff = round(abs(first_panel_scaled.y - second_panel_scaled.y),3)
|
||||
x2_pos = float(row2[11])
|
||||
y2_pos = float(row2[12])
|
||||
|
||||
if (x_diff < spacing_coordinates_scaled.x) and (y_diff < spacing_coordinates_scaled.y):
|
||||
x_diff = abs(x1_pos-x2_pos)
|
||||
y_diff = abs(y1_pos-y2_pos)
|
||||
|
||||
if (x_diff < min_spacing[0]) and (y_diff < min_spacing[1]):
|
||||
return FileValidationMessage.PanelsTooClose
|
||||
|
||||
return None
|
||||
|
||||
except Exception as inst:
|
||||
print("ERROR !!! ")
|
||||
print(inst)
|
||||
|
||||
except:
|
||||
return FileValidationMessage.Generic
|
||||
|
||||
# Helpers
|
||||
|
||||
@@ -1,3 +1,5 @@
|
||||
from helix.constants.file_validation_error import FileValidationMessage, FileValidationError
|
||||
|
||||
|
||||
class DxfInputValidator(object):
|
||||
def __init__(self, _):
|
||||
|
||||
4829
package-lock.json
generated
4829
package-lock.json
generated
File diff suppressed because it is too large
Load Diff
@@ -5,9 +5,4 @@ cssselect==0.9.1
|
||||
lxml==3.6.0
|
||||
mockredispy==2.9.0.11
|
||||
Flask-Testing==0.4.2
|
||||
splinter[flask]
|
||||
pillow==3.3.1
|
||||
eralchemy==1.1.0
|
||||
locust==0.8
|
||||
pylint==1.7.4
|
||||
pyopenssl==17.5.0
|
||||
|
||||
@@ -1,5 +1,3 @@
|
||||
gunicorn==19.7.1
|
||||
meinheld==0.6.1
|
||||
Flask==0.10.1
|
||||
itsdangerous==0.24
|
||||
Jinja2==2.8
|
||||
@@ -15,11 +13,8 @@ requests==2.11.1
|
||||
svgwrite==1.1.6
|
||||
Wand==0.4.3
|
||||
alembic==0.8.7
|
||||
psycopg2==2.7.3
|
||||
psycopg2==2.6.2
|
||||
invoke==0.13.0
|
||||
dxfgrabber==0.8.1
|
||||
rollbar==0.13.11
|
||||
blinker==1.4
|
||||
Flask-OAuthlib==0.9.4
|
||||
boto3==1.4.8
|
||||
ujson==1.35
|
||||
|
||||
@@ -1,19 +1,6 @@
|
||||
module.exports = function (config) {
|
||||
config.set({
|
||||
browsers: [ 'ChromeCI' ],
|
||||
customLaunchers: {
|
||||
ChromeCI: {
|
||||
base: 'Chrome',
|
||||
flags: [
|
||||
'--headless',
|
||||
'--disable-gpu',
|
||||
'--no-sandbox',
|
||||
'--remote-debugging-port=9222'
|
||||
]
|
||||
}
|
||||
},
|
||||
singleRun: true,
|
||||
// basePath: '',
|
||||
browsers: ['Chrome'],
|
||||
files: [
|
||||
{
|
||||
pattern: 'test_index.js', watched: false
|
||||
|
||||
30
tasks.py
30
tasks.py
@@ -1,5 +1,4 @@
|
||||
from invoke import run, task
|
||||
import os
|
||||
|
||||
|
||||
@task
|
||||
@@ -18,12 +17,12 @@ def test(ctx):
|
||||
|
||||
@task
|
||||
def test_ci(ctx):
|
||||
run('nosetests --nologcapture --with-xunit --xunit-file $CIRCLE_TEST_REPORTS/nosetests.xml')
|
||||
test_js_ci(ctx)
|
||||
run('nosetests --with-xunit --xunit-file $CIRCLE_TEST_REPORTS/nosetests.xml')
|
||||
test_js_ci(None)
|
||||
|
||||
|
||||
def test_js_ci(ctx):
|
||||
run('./node_modules/.bin/karma start spec/javascripts/karma.config.js')
|
||||
run('karma start spec/javascripts/karma.config.js --single-run --browsers Chrome')
|
||||
|
||||
|
||||
@task
|
||||
@@ -35,10 +34,9 @@ def test_js(ctx):
|
||||
def update_version(ctx):
|
||||
run('echo "import os\n\n\ndef version():\n if os.getenv(\'VERSION\'):\n return os.getenv(\'VERSION\')\n return \'$(git describe --tags)\'" > helix/constants/version.py')
|
||||
|
||||
|
||||
@task
|
||||
def serve(ctx):
|
||||
run('SP_DOCGEN_API_KEY=DC97-20AF-567E gunicorn -c gunicorn_config.py --pythonpath helix main:app')
|
||||
run('PYTHONPATH=. SP_DOCGEN_API_KEY=DC97-20AF-567E python helix/main.py')
|
||||
|
||||
|
||||
@task
|
||||
@@ -54,23 +52,3 @@ def db_migrate(ctx):
|
||||
@task
|
||||
def serve_debug(ctx):
|
||||
run('PYTHONPATH=. FLASK_DEBUG=1 SP_DOCGEN_API_KEY=DC97-20AF-567E python helix/main.py')
|
||||
|
||||
|
||||
@task
|
||||
def db_diagram(ctx):
|
||||
db_uri = os.getenv('DATABASE_URL', 'postgres://pivotal:@localhost:5432/pivotal')
|
||||
run('eralchemy -i "{}" -o documentation/db_schema.png -x temp audit'.format(db_uri))
|
||||
|
||||
@task
|
||||
def classes_diagrams(ctx):
|
||||
run('pyreverse -k -o calculators-diagram.png helix/calculators')
|
||||
run('pyreverse -k -o constants-diagram.png helix/constants')
|
||||
run('pyreverse -k -o forms-diagram.png helix/forms')
|
||||
run('pyreverse -k -o models-diagram.png helix/models')
|
||||
run('pyreverse -k -o validators-diagram.png helix/validators')
|
||||
run('rm -rf packages*.png ; mv classes.*-diagram.png documentation/')
|
||||
|
||||
|
||||
@task
|
||||
def serve_ssl(ctx):
|
||||
run('FLASK_DEBUG_SSL=true PORT=8443 PYTHONPATH=. FLASK_DEBUG=1 SP_DOCGEN_API_KEY=DC97-20AF-567E python helix/main.py')
|
||||
|
||||
@@ -28,7 +28,7 @@ class BallastAndTrayCountTest(unittest.TestCase):
|
||||
eq_(result.ballast_count, 0)
|
||||
eq_(result.link_tray_count, 0)
|
||||
eq_(result.cross_tray_count, 0)
|
||||
eq_(result.system_weight, 65.87)
|
||||
eq_(result.system_weight, 69.75)
|
||||
eq_(result.needs_anchor, False)
|
||||
|
||||
def test_ballast_no_trays(self):
|
||||
@@ -38,27 +38,27 @@ class BallastAndTrayCountTest(unittest.TestCase):
|
||||
eq_(result.ballast_count, 4)
|
||||
eq_(result.link_tray_count, 0)
|
||||
eq_(result.cross_tray_count, 0)
|
||||
eq_(result.system_weight, 65.87)
|
||||
eq_(result.system_weight, 69.75)
|
||||
eq_(result.needs_anchor, False)
|
||||
|
||||
def test_ballast_and_link_trays(self):
|
||||
self.force_to_resist = 230
|
||||
result = self.subject.ballast_and_tray_count(self.force_to_resist, self.panel_type, self.ballast_block_weight, self.anchor_count)
|
||||
|
||||
eq_(result.ballast_count, 9)
|
||||
eq_(result.ballast_count, 8)
|
||||
eq_(result.link_tray_count, 1)
|
||||
eq_(result.cross_tray_count, 0)
|
||||
eq_(result.system_weight, 67.73)
|
||||
eq_(result.system_weight, 72.05)
|
||||
eq_(result.needs_anchor, False)
|
||||
|
||||
def test_ballast_and_oscillate_between_0_and_1_link_trays(self):
|
||||
self.force_to_resist = 210
|
||||
result = self.subject.ballast_and_tray_count(self.force_to_resist, self.panel_type, self.ballast_block_weight, self.anchor_count)
|
||||
|
||||
eq_(result.ballast_count, 8)
|
||||
eq_(result.ballast_count, 7)
|
||||
eq_(result.link_tray_count, 1)
|
||||
eq_(result.cross_tray_count, 0)
|
||||
eq_(result.system_weight, 67.73)
|
||||
eq_(result.system_weight, 72.05)
|
||||
eq_(result.needs_anchor, False)
|
||||
|
||||
def test_ballast_and_link_tray_and_cross_tray(self):
|
||||
@@ -68,17 +68,17 @@ class BallastAndTrayCountTest(unittest.TestCase):
|
||||
eq_(result.ballast_count, 16)
|
||||
eq_(result.link_tray_count, 1)
|
||||
eq_(result.cross_tray_count, 1)
|
||||
eq_(result.system_weight, 70.88)
|
||||
eq_(result.system_weight, 75.23)
|
||||
eq_(result.needs_anchor, False)
|
||||
|
||||
def test_ballast_and_link_tray_and_oscillate_between_0_and_1_cross_trays(self):
|
||||
self.force_to_resist = 330
|
||||
result = self.subject.ballast_and_tray_count(self.force_to_resist, self.panel_type, self.ballast_block_weight, self.anchor_count)
|
||||
|
||||
eq_(result.ballast_count, 14)
|
||||
eq_(result.ballast_count, 13)
|
||||
eq_(result.link_tray_count, 1)
|
||||
eq_(result.cross_tray_count, 0)
|
||||
eq_(result.system_weight, 67.73)
|
||||
eq_(result.system_weight, 72.05)
|
||||
eq_(result.needs_anchor, False)
|
||||
|
||||
def test_ballast_and_link_tray_and_2_cross_trays(self):
|
||||
@@ -88,17 +88,17 @@ class BallastAndTrayCountTest(unittest.TestCase):
|
||||
eq_(result.ballast_count, 25)
|
||||
eq_(result.link_tray_count, 1)
|
||||
eq_(result.cross_tray_count, 2)
|
||||
eq_(result.system_weight, 74.03)
|
||||
eq_(result.system_weight, 78.41)
|
||||
eq_(result.needs_anchor, False)
|
||||
|
||||
def test_ballast_and_link_tray_and_at_first_2_then_1_cross_trays(self):
|
||||
self.force_to_resist = 515
|
||||
result = self.subject.ballast_and_tray_count(self.force_to_resist, self.panel_type, self.ballast_block_weight, self.anchor_count)
|
||||
|
||||
eq_(result.ballast_count, 23)
|
||||
eq_(result.ballast_count, 22)
|
||||
eq_(result.link_tray_count, 1)
|
||||
eq_(result.cross_tray_count, 2)
|
||||
eq_(result.system_weight, 74.03)
|
||||
eq_(result.cross_tray_count, 1)
|
||||
eq_(result.system_weight, 75.23)
|
||||
eq_(result.needs_anchor, False)
|
||||
|
||||
def test_ballast_and_all_trays_and_anchor(self):
|
||||
@@ -108,15 +108,15 @@ class BallastAndTrayCountTest(unittest.TestCase):
|
||||
eq_(result.ballast_count, 35)
|
||||
eq_(result.link_tray_count, 1)
|
||||
eq_(result.cross_tray_count, 2)
|
||||
eq_(result.system_weight, 74.03)
|
||||
eq_(result.system_weight, 78.41)
|
||||
eq_(result.needs_anchor, True)
|
||||
|
||||
def test_ballast_and_all_trays_and_at_first_anchor_then_no_anchor(self):
|
||||
self.force_to_resist = 675
|
||||
result = self.subject.ballast_and_tray_count(self.force_to_resist, self.panel_type, self.ballast_block_weight, self.anchor_count)
|
||||
|
||||
eq_(result.ballast_count, 31)
|
||||
eq_(result.ballast_count, 30)
|
||||
eq_(result.link_tray_count, 1)
|
||||
eq_(result.cross_tray_count, 2)
|
||||
eq_(result.system_weight, 74.03)
|
||||
eq_(result.needs_anchor, True)
|
||||
eq_(result.system_weight, 78.41)
|
||||
eq_(result.needs_anchor, False)
|
||||
|
||||
@@ -48,23 +48,23 @@ class BallastCalculatorWhenDualTiltAnd128CellTest(unittest.TestCase):
|
||||
expected_value = {
|
||||
PanelType.Corner: {
|
||||
'anchors': [3, 2, 0, 0, 0],
|
||||
'ballast blocks': [14, 13, 25, 12, 0],
|
||||
'pressure': ['8.00', '7.61', '12.36', '7.16', '2.40']
|
||||
'ballast blocks': [15, 14, 25, 12, 0],
|
||||
'pressure': ['8.14', '7.74', '12.11', '6.88', '2.12']
|
||||
},
|
||||
PanelType.NorthSouth: {
|
||||
'anchors': [3, 2, 0, 0, 0],
|
||||
'ballast blocks': [6, 7, 21, 9, 0],
|
||||
'pressure': ['4.79', '5.18', '10.72', '5.93', '2.38']
|
||||
'ballast blocks': [7, 8, 22, 10, 0],
|
||||
'pressure': ['4.90', '5.29', '10.83', '6.05', '2.10']
|
||||
},
|
||||
PanelType.EastWest: {
|
||||
'anchors': [3, 2, 0, 0, 0],
|
||||
'ballast blocks': [7, 7, 21, 10, 0],
|
||||
'pressure': ['5.18', '5.18', '10.71', '6.29', '2.31']
|
||||
'ballast blocks': [8, 8, 22, 10, 0],
|
||||
'pressure': ['5.25', '5.25', '10.78', '5.97', '2.02']
|
||||
},
|
||||
PanelType.Middle: {
|
||||
'anchors': [2, 0, 0, 0, 0],
|
||||
'ballast blocks': [14, 31, 17, 7, 0],
|
||||
'pressure': ['7.89', '14.66', '9.07', '5.10', '2.29']
|
||||
'ballast blocks': [15, 32, 18, 8, 0],
|
||||
'pressure': ['8.02', '14.73', '9.13', '5.17', '1.99']
|
||||
},
|
||||
}
|
||||
|
||||
@@ -89,19 +89,19 @@ class BallastCalculatorWhenDualTiltAnd128CellTest(unittest.TestCase):
|
||||
|
||||
expected_value = [
|
||||
Panel(wind_zone=2, panel_type=PanelType.Corner, ballast=25, link_tray=2, cross_tray=2, wind_anchors=0,
|
||||
pressure=12.360800772863891),
|
||||
Panel(wind_zone=2, panel_type=PanelType.NorthSouth, ballast=21, link_tray=2, cross_tray=1, wind_anchors=0,
|
||||
pressure=10.715259768140834),
|
||||
pressure=12.11),
|
||||
Panel(wind_zone=2, panel_type=PanelType.NorthSouth, ballast=22, link_tray=2, cross_tray=1, wind_anchors=0,
|
||||
pressure=10.83),
|
||||
Panel(wind_zone=4, panel_type=PanelType.EastWest, ballast=0, link_tray=0, cross_tray=0, wind_anchors=0,
|
||||
pressure=2.3107513954486905),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=14, link_tray=2, cross_tray=1, wind_anchors=3,
|
||||
pressure=8.001084156290254),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Middle, ballast=31, link_tray=2, cross_tray=3, wind_anchors=0,
|
||||
pressure=14.659635036496352),
|
||||
Panel(wind_zone=3, panel_type=PanelType.NorthSouth, ballast=9, link_tray=1, cross_tray=0, wind_anchors=0,
|
||||
pressure=5.928870759982826),
|
||||
pressure=2.02),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=15, link_tray=2, cross_tray=1, wind_anchors=3,
|
||||
pressure=8.14),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Middle, ballast=32, link_tray=2, cross_tray=3, wind_anchors=0,
|
||||
pressure=14.73),
|
||||
Panel(wind_zone=3, panel_type=PanelType.NorthSouth, ballast=10, link_tray=1, cross_tray=0, wind_anchors=0,
|
||||
pressure=6.05),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Corner, ballast=44, link_tray=2, cross_tray=4, wind_anchors=0,
|
||||
pressure=19.907666380420782)
|
||||
pressure=19.65)
|
||||
]
|
||||
|
||||
assert_array_is_close(self.subject.ballast_and_trays_matrix(self.c_p_matrix, self.q_z, raw_data),
|
||||
@@ -120,20 +120,20 @@ class BallastCalculatorWhenDualTiltAnd128CellTest(unittest.TestCase):
|
||||
self.values.ballast_block_weight.return_value = 20
|
||||
|
||||
expected_value = [
|
||||
Panel(wind_zone=2, panel_type=PanelType.Corner, ballast=29, link_tray=2, cross_tray=2, wind_anchors=0,
|
||||
pressure=13.923703, fuzzy_wind_zone=True),
|
||||
Panel(wind_zone=2, panel_type=PanelType.Corner, ballast=30, link_tray=2, cross_tray=2, wind_anchors=0,
|
||||
pressure=14.06, fuzzy_wind_zone=True),
|
||||
Panel(wind_zone=2, panel_type=PanelType.NorthSouth, ballast=25, link_tray=2, cross_tray=2, wind_anchors=0,
|
||||
pressure=12.339897, fuzzy_wind_zone=True),
|
||||
Panel(wind_zone=4, panel_type=PanelType.EastWest, ballast=0, link_tray=0, cross_tray=0, wind_anchors=0,
|
||||
pressure=2.310751, fuzzy_wind_zone=True),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=9, link_tray=2, cross_tray=1, wind_anchors=4,
|
||||
pressure=6.047456, fuzzy_wind_zone=True, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Middle, ballast=36, link_tray=2, cross_tray=4, wind_anchors=0,
|
||||
pressure=16.674802, fuzzy_wind_zone=True),
|
||||
pressure=12.06, fuzzy_wind_zone=True),
|
||||
Panel(wind_zone=4, panel_type=PanelType.EastWest, ballast=1, link_tray=0, cross_tray=0, wind_anchors=0,
|
||||
pressure=2.41, fuzzy_wind_zone=True),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=10, link_tray=2, cross_tray=1, wind_anchors=4,
|
||||
pressure=6.18, fuzzy_wind_zone=True, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Middle, ballast=37, link_tray=2, cross_tray=4, wind_anchors=0,
|
||||
pressure=16.75, fuzzy_wind_zone=True),
|
||||
Panel(wind_zone=3, panel_type=PanelType.NorthSouth, ballast=12, link_tray=2, cross_tray=0, wind_anchors=0,
|
||||
pressure=7.137190, fuzzy_wind_zone=True),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Corner, ballast=6, link_tray=2, cross_tray=0, wind_anchors=3,
|
||||
pressure=4.813740, fuzzy_wind_zone=True)
|
||||
pressure=6.86, fuzzy_wind_zone=True),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Corner, ballast=7, link_tray=2, cross_tray=0, wind_anchors=3,
|
||||
pressure=4.93, fuzzy_wind_zone=True)
|
||||
]
|
||||
|
||||
assert_array_is_close(self.subject.ballast_and_trays_matrix(self.c_p_matrix, self.q_z, raw_data),
|
||||
@@ -155,19 +155,19 @@ class BallastCalculatorWhenDualTiltAnd128CellTest(unittest.TestCase):
|
||||
|
||||
expected = [
|
||||
Panel(wind_zone=2, panel_type=PanelType.Corner, wind_anchors=0, seismic_anchors=1,
|
||||
ballast=10, link_tray=2, cross_tray=0, pressure=6.376642335766423),
|
||||
ballast=11, link_tray=2, cross_tray=0, pressure=6.49),
|
||||
Panel(wind_zone=2, panel_type=PanelType.NorthSouth, wind_anchors=0, seismic_anchors=1,
|
||||
ballast=6, link_tray=1, cross_tray=0, pressure=4.756693860025763),
|
||||
ballast=6, link_tray=1, cross_tray=0, pressure=4.49),
|
||||
Panel(wind_zone=4, panel_type=PanelType.EastWest, wind_anchors=0, seismic_anchors=1,
|
||||
ballast=0, link_tray=0, cross_tray=0, pressure=2.3107513954486905),
|
||||
ballast=0, link_tray=0, cross_tray=0, pressure=2.02),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, wind_anchors=3, seismic_anchors=0,
|
||||
ballast=14, link_tray=2, cross_tray=1, pressure=8.001084156290254),
|
||||
ballast=15, link_tray=2, cross_tray=1, pressure=8.14),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Middle, wind_anchors=0, seismic_anchors=1,
|
||||
ballast=16, link_tray=2, cross_tray=1, pressure=8.675476599398884),
|
||||
ballast=17, link_tray=2, cross_tray=2, pressure=8.81),
|
||||
Panel(wind_zone=3, panel_type=PanelType.NorthSouth, wind_anchors=0, seismic_anchors=1,
|
||||
ballast=0, link_tray=0, cross_tray=0, pressure=2.3761979390296264),
|
||||
ballast=0, link_tray=0, cross_tray=0, pressure=2.10),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Corner, wind_anchors=2, seismic_anchors=0,
|
||||
ballast=13, link_tray=2, cross_tray=1, pressure=7.610358522971233),
|
||||
ballast=14, link_tray=2, cross_tray=1, pressure=7.74),
|
||||
]
|
||||
|
||||
result = self.subject.update_ballast(self.c_p_matrix, self.q_z, panels)
|
||||
@@ -211,37 +211,35 @@ class BallastCalculatorWhenDualTiltAnd128CellTest(unittest.TestCase):
|
||||
]
|
||||
|
||||
expected_value = [
|
||||
Panel(wind_zone=2, panel_type=PanelType.Corner, ballast=25, link_tray=2, cross_tray=2, wind_anchors=0, pressure=12.360800772863891),
|
||||
Panel(wind_zone=2, panel_type=PanelType.NorthSouth, ballast=21, link_tray=2, cross_tray=1, wind_anchors=0, pressure=10.715259768140834),
|
||||
Panel(wind_zone=4, panel_type=PanelType.EastWest, ballast=0, link_tray=0, cross_tray=0, wind_anchors=0, pressure=2.3107513954486905),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=14, link_tray=2, cross_tray=1, wind_anchors=3, pressure=8.001084156290254),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Middle, ballast=31, link_tray=2, cross_tray=3, wind_anchors=0, pressure=14.659635036496352),
|
||||
Panel(wind_zone=3, panel_type=PanelType.NorthSouth, ballast=9, link_tray=1, cross_tray=0, wind_anchors=0, pressure=5.928870759982826),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Corner, ballast=13, link_tray=2, cross_tray=1, wind_anchors=2, pressure=7.610358522971233)
|
||||
Panel(wind_zone=2, panel_type=PanelType.Corner, ballast=25, link_tray=2, cross_tray=2, wind_anchors=0, pressure=12.11),
|
||||
Panel(wind_zone=2, panel_type=PanelType.NorthSouth, ballast=22, link_tray=2, cross_tray=1, wind_anchors=0, pressure=10.83),
|
||||
Panel(wind_zone=4, panel_type=PanelType.EastWest, ballast=0, link_tray=0, cross_tray=0, wind_anchors=0, pressure=2.02),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=15, link_tray=2, cross_tray=1, wind_anchors=3, pressure=8.14),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Middle, ballast=32, link_tray=2, cross_tray=3, wind_anchors=0, pressure=14.73),
|
||||
Panel(wind_zone=3, panel_type=PanelType.NorthSouth, ballast=10, link_tray=1, cross_tray=0, wind_anchors=0, pressure=6.05),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Corner, ballast=14, link_tray=2, cross_tray=1, wind_anchors=2, pressure=7.74)
|
||||
]
|
||||
|
||||
print("===\r\n")
|
||||
print(self.subject.ballast_and_trays_matrix(self.c_p_matrix, self.q_z, panel_data))
|
||||
assert_array_is_close(self.subject.ballast_and_trays_matrix(self.c_p_matrix, self.q_z, panel_data), expected_value, decimal=2)
|
||||
|
||||
def test_ballast_count_when_base_weight_greater_than_uplift(self):
|
||||
expected = Panel(wind_zone=4, panel_type=PanelType.Middle, ballast=0, link_tray=0, cross_tray=0, wind_anchors=0, pressure=2.289848)
|
||||
expected = Panel(wind_zone=4, panel_type=PanelType.Middle, ballast=0, link_tray=0, cross_tray=0, wind_anchors=0, pressure=1.99)
|
||||
assert self.subject.ballast_tray_and_anchor_count(4, PanelType.Middle, 14, 100, self.c_p_matrix, self.q_z).almost_equal(expected, decimal=2)
|
||||
|
||||
def test_individual_ballast_block_uplift_greater_than_base_weight(self):
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Middle, ballast=19, link_tray=2, cross_tray=2, wind_anchors=2, pressure=7.682057)
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Middle, ballast=21, link_tray=2, cross_tray=2, wind_anchors=2, pressure=7.91)
|
||||
assert self.subject.ballast_tray_and_anchor_count(0, PanelType.Middle, 14, 100, self.c_p_matrix, self.q_z).almost_equal(expected, decimal=2)
|
||||
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Middle, ballast=14, link_tray=2, cross_tray=1, wind_anchors=2, pressure=7.894025)
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Middle, ballast=15, link_tray=2, cross_tray=2, wind_anchors=2, pressure=8.02)
|
||||
assert self.subject.ballast_tray_and_anchor_count(0, PanelType.Middle, 20, 100, self.c_p_matrix, self.q_z).almost_equal(expected, decimal=2)
|
||||
|
||||
def test_ballast_blocks_exceeding_tray_capacity(self):
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Middle, ballast=22, link_tray=2, cross_tray=3, wind_anchors=2, pressure=7.704719)
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Middle, ballast=24, link_tray=2, cross_tray=3, wind_anchors=2, pressure=7.85)
|
||||
assert self.subject.ballast_tray_and_anchor_count(0, PanelType.Middle, 12, 100, self.c_p_matrix, self.q_z).almost_equal(expected, decimal=2)
|
||||
|
||||
def test_when_max_system_pressure_is_lower_than_base_weight_pressure(self):
|
||||
max_system_pressure = 0
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Middle, ballast=0, link_tray=0, cross_tray=0, wind_anchors=3, pressure=2.289848)
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Middle, ballast=0, link_tray=0, cross_tray=0, wind_anchors=3, pressure=1.99)
|
||||
|
||||
assert self.subject.ballast_tray_and_anchor_count(0, PanelType.Middle, 12, max_system_pressure, self.c_p_matrix, self.q_z).almost_equal(
|
||||
expected,
|
||||
|
||||
@@ -49,22 +49,22 @@ class BallastCalculatorWhenDualTiltAnd96CellTest(unittest.TestCase):
|
||||
PanelType.Corner: {
|
||||
'anchors': [3, 2, 0, 0, 0],
|
||||
'ballast blocks': [2, 5, 20, 10, 0],
|
||||
'pressure': ['3.48', '5.03', '12.91', '7.62', '2.39']
|
||||
'pressure': ['3.48', '5.03', '12.90', '7.62', '2.40']
|
||||
},
|
||||
PanelType.NorthSouth: {
|
||||
'anchors': [2, 1, 0, 0, 0],
|
||||
'ballast blocks': [12, 15, 17, 8, 0],
|
||||
'pressure': ['8.75', '10.30', '11.34', '6.56', '2.37']
|
||||
'ballast blocks': [11, 15, 17, 8, 0],
|
||||
'pressure': ['8.24', '10.32', '11.35', '6.59', '2.40']
|
||||
},
|
||||
PanelType.EastWest: {
|
||||
'anchors': [2, 1, 0, 0, 0],
|
||||
'ballast blocks': [10, 14, 17, 8, 0],
|
||||
'pressure': ['7.62', '9.69', '11.24', '6.52', '2.28']
|
||||
'pressure': ['7.55', '9.63', '11.18', '6.46', '2.26']
|
||||
},
|
||||
PanelType.Middle: {
|
||||
'anchors': [2, 0, 0, 0, 0],
|
||||
'ballast blocks': [2, 22, 12, 5, 0],
|
||||
'pressure': ['3.34', '13.87', '8.63', '4.85', '2.26']
|
||||
'pressure': ['3.34', '13.83', '8.59', '4.85', '2.26']
|
||||
},
|
||||
}
|
||||
|
||||
@@ -90,14 +90,15 @@ class BallastCalculatorWhenDualTiltAnd96CellTest(unittest.TestCase):
|
||||
|
||||
# Ballast, link tray, cross tray, anchor count, psf
|
||||
expected_value = [
|
||||
Panel(wind_zone=2, panel_type=PanelType.Corner, ballast=20, link_tray=2, cross_tray=1, wind_anchors=0, pressure=12.910398406374503),
|
||||
Panel(wind_zone=2, panel_type=PanelType.NorthSouth, ballast=17, link_tray=2, cross_tray=1, wind_anchors=0, pressure=11.336414342629482),
|
||||
Panel(wind_zone=4, panel_type=PanelType.EastWest, ballast=0, link_tray=0, cross_tray=0, wind_anchors=0, pressure=2.2788844621513946),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=47, link_tray=2, cross_tray=4, wind_anchors=0, pressure=27.082988047808765),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Middle, ballast=22, link_tray=2, cross_tray=2, wind_anchors=0, pressure=13.874521912350598),
|
||||
Panel(wind_zone=3, panel_type=PanelType.NorthSouth, ballast=8, link_tray=1, cross_tray=0, wind_anchors=0, pressure=6.564223107569722),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Corner, ballast=35, link_tray=2, cross_tray=3, wind_anchors=0, pressure=20.8049203187251)
|
||||
Panel(wind_zone=2, panel_type=PanelType.Corner, ballast=20, link_tray=2, cross_tray=1, wind_anchors=0, pressure=12.90),
|
||||
Panel(wind_zone=2, panel_type=PanelType.NorthSouth, ballast=17, link_tray=2, cross_tray=1, wind_anchors=0, pressure=11.35),
|
||||
Panel(wind_zone=4, panel_type=PanelType.EastWest, ballast=0, link_tray=0, cross_tray=0, wind_anchors=0, pressure=2.26),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=47, link_tray=2, cross_tray=4, wind_anchors=0, pressure=27.07),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Middle, ballast=22, link_tray=2, cross_tray=2, wind_anchors=0, pressure=13.82),
|
||||
Panel(wind_zone=3, panel_type=PanelType.NorthSouth, ballast=8, link_tray=1, cross_tray=0, wind_anchors=0, pressure=6.59),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Corner, ballast=35, link_tray=2, cross_tray=3, wind_anchors=0, pressure=20.79)
|
||||
]
|
||||
|
||||
assert_array_is_close(self.subject.ballast_and_trays_matrix(self.c_p_matrix, self.q_z, panels), expected_value, decimal=2)
|
||||
|
||||
def test_update_ballast(self):
|
||||
@@ -115,19 +116,16 @@ class BallastCalculatorWhenDualTiltAnd96CellTest(unittest.TestCase):
|
||||
]
|
||||
|
||||
expected_value = [
|
||||
Panel(wind_zone=2, panel_type=PanelType.Corner, wind_anchors=0, seismic_anchors=1, ballast=5, link_tray=0, cross_tray=0, pressure=4.982729083665339),
|
||||
Panel(wind_zone=2, panel_type=PanelType.NorthSouth, wind_anchors=0, seismic_anchors=1, ballast=2, link_tray=0, cross_tray=0, pressure=3.408745019920319),
|
||||
Panel(wind_zone=4, panel_type=PanelType.EastWest, wind_anchors=0, seismic_anchors=1, ballast=0, link_tray=0, cross_tray=0, pressure=2.2788844621513946),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, wind_anchors=3, seismic_anchors=0, ballast=2, link_tray=1, cross_tray=0, pressure=3.4768525896414344),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Middle, wind_anchors=0, seismic_anchors=1, ballast=7, link_tray=2, cross_tray=0, pressure=5.98),
|
||||
Panel(wind_zone=3, panel_type=PanelType.NorthSouth, wind_anchors=0, seismic_anchors=1, ballast=0, link_tray=0, cross_tray=0, pressure=2.3728884462151396),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Corner, wind_anchors=2, seismic_anchors=0, ballast=5, link_tray=1, cross_tray=0, pressure=5.030637450199203)
|
||||
Panel(wind_zone=2, panel_type=PanelType.Corner, wind_anchors=0, seismic_anchors=1, ballast=5, link_tray=0, cross_tray=0, pressure=4.99),
|
||||
Panel(wind_zone=2, panel_type=PanelType.NorthSouth, wind_anchors=0, seismic_anchors=1, ballast=2, link_tray=0, cross_tray=0, pressure=3.43),
|
||||
Panel(wind_zone=4, panel_type=PanelType.EastWest, wind_anchors=0, seismic_anchors=1, ballast=0, link_tray=0, cross_tray=0, pressure=2.26),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, wind_anchors=3, seismic_anchors=0, ballast=2, link_tray=1, cross_tray=0, pressure=3.48),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Middle, wind_anchors=0, seismic_anchors=1, ballast=7, link_tray=2, cross_tray=0, pressure=5.94),
|
||||
Panel(wind_zone=3, panel_type=PanelType.NorthSouth, wind_anchors=0, seismic_anchors=1, ballast=0, link_tray=0, cross_tray=0, pressure=2.40),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Corner, wind_anchors=2, seismic_anchors=0, ballast=5, link_tray=1, cross_tray=0, pressure=5.03)
|
||||
]
|
||||
|
||||
result = self.subject.update_ballast(self.c_p_matrix, self.q_z, panels)
|
||||
print("===")
|
||||
print(result)
|
||||
print("===")
|
||||
assert_array_is_close(result, expected_value, decimal=2)
|
||||
|
||||
def test_update_ballast_with_fuzzy_wind_zone(self):
|
||||
@@ -145,13 +143,13 @@ class BallastCalculatorWhenDualTiltAnd96CellTest(unittest.TestCase):
|
||||
]
|
||||
|
||||
expected_value = [
|
||||
Panel(wind_zone=2, panel_type=PanelType.Corner, wind_anchors=0, seismic_anchors=1, ballast=9, link_tray=2, cross_tray=0, pressure=7.150517928286853, fuzzy_wind_zone=True),
|
||||
Panel(wind_zone=2, panel_type=PanelType.NorthSouth, wind_anchors=0, seismic_anchors=1, ballast=5, link_tray=0, cross_tray=0, pressure=4.962529880478088, fuzzy_wind_zone=True),
|
||||
Panel(wind_zone=4, panel_type=PanelType.EastWest, wind_anchors=0, seismic_anchors=1, ballast=0, link_tray=0, cross_tray=0, pressure=2.2788844621513946, fuzzy_wind_zone=True),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, wind_anchors=3, seismic_anchors=0, ballast=9, link_tray=2, cross_tray=0, pressure=7.150517928286853, fuzzy_wind_zone=True),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Middle, wind_anchors=0, seismic_anchors=1, ballast=11, link_tray=2, cross_tray=1, pressure=8.114382470119523, fuzzy_wind_zone=True),
|
||||
Panel(wind_zone=3, panel_type=PanelType.NorthSouth, wind_anchors=0, seismic_anchors=1, ballast=0, link_tray=0, cross_tray=0, pressure=2.3728884462151396, fuzzy_wind_zone=True),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Corner, wind_anchors=2, seismic_anchors=0, ballast=11, link_tray=2, cross_tray=0, pressure=8.186374501992033, fuzzy_wind_zone=True)
|
||||
Panel(wind_zone=2, panel_type=PanelType.Corner, wind_anchors=0, seismic_anchors=1, ballast=9, link_tray=2, cross_tray=0, pressure=7.15, fuzzy_wind_zone=True),
|
||||
Panel(wind_zone=2, panel_type=PanelType.NorthSouth, wind_anchors=0, seismic_anchors=1, ballast=5, link_tray=0, cross_tray=0, pressure=4.99, fuzzy_wind_zone=True),
|
||||
Panel(wind_zone=4, panel_type=PanelType.EastWest, wind_anchors=0, seismic_anchors=1, ballast=0, link_tray=0, cross_tray=0, pressure=2.26, fuzzy_wind_zone=True),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, wind_anchors=3, seismic_anchors=0, ballast=9, link_tray=2, cross_tray=0, pressure=7.15, fuzzy_wind_zone=True),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Middle, wind_anchors=0, seismic_anchors=1, ballast=11, link_tray=2, cross_tray=1, pressure=8.07, fuzzy_wind_zone=True),
|
||||
Panel(wind_zone=3, panel_type=PanelType.NorthSouth, wind_anchors=0, seismic_anchors=1, ballast=0, link_tray=0, cross_tray=0, pressure=2.40, fuzzy_wind_zone=True),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Corner, wind_anchors=2, seismic_anchors=0, ballast=11, link_tray=2, cross_tray=0, pressure=8.18, fuzzy_wind_zone=True)
|
||||
]
|
||||
|
||||
result = self.subject.update_ballast(self.c_p_matrix, self.q_z, panels)
|
||||
@@ -194,14 +192,15 @@ class BallastCalculatorWhenDualTiltAnd96CellTest(unittest.TestCase):
|
||||
]
|
||||
|
||||
expected_value = [
|
||||
Panel(wind_zone=2, panel_type=PanelType.Corner, ballast=20, link_tray=2, cross_tray=1, wind_anchors=0, pressure=12.910398406374503),
|
||||
Panel(wind_zone=2, panel_type=PanelType.NorthSouth, ballast=17, link_tray=2, cross_tray=1, wind_anchors=0, pressure=11.336414342629482),
|
||||
Panel(wind_zone=4, panel_type=PanelType.EastWest, ballast=0, link_tray=0, cross_tray=0, wind_anchors=0, pressure=2.2788844621513946),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=2, link_tray=1, cross_tray=0, wind_anchors=3, pressure=3.4768525896414344),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Middle, ballast=22, link_tray=2, cross_tray=2, wind_anchors=0, pressure=13.874521912350598),
|
||||
Panel(wind_zone=3, panel_type=PanelType.NorthSouth, ballast=8, link_tray=1, cross_tray=0, wind_anchors=0, pressure=6.564223107569722),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Corner, ballast=5, link_tray=1, cross_tray=0, wind_anchors=2, pressure=5.030637450199203)
|
||||
Panel(wind_zone=2, panel_type=PanelType.Corner, ballast=20, link_tray=2, cross_tray=1, wind_anchors=0, pressure=12.90),
|
||||
Panel(wind_zone=2, panel_type=PanelType.NorthSouth, ballast=17, link_tray=2, cross_tray=1, wind_anchors=0, pressure=11.35),
|
||||
Panel(wind_zone=4, panel_type=PanelType.EastWest, ballast=0, link_tray=0, cross_tray=0, wind_anchors=0, pressure=2.26),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=2, link_tray=1, cross_tray=0, wind_anchors=3, pressure=3.48),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Middle, ballast=22, link_tray=2, cross_tray=2, wind_anchors=0, pressure=13.83),
|
||||
Panel(wind_zone=3, panel_type=PanelType.NorthSouth, ballast=8, link_tray=1, cross_tray=0, wind_anchors=0, pressure=6.59),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Corner, ballast=5, link_tray=1, cross_tray=0, wind_anchors=2, pressure=5.03)
|
||||
]
|
||||
|
||||
assert_array_is_close(self.subject.ballast_and_trays_matrix(self.c_p_matrix, self.q_z, panels), expected_value, decimal=2)
|
||||
|
||||
def test_ballast_count_when_base_weight_greater_than_uplift(self):
|
||||
@@ -213,11 +212,11 @@ class BallastCalculatorWhenDualTiltAnd96CellTest(unittest.TestCase):
|
||||
def test_individual_ballast_block_uplift_greater_than_base_weight(self):
|
||||
assert self.subject.ballast_tray_and_anchor_count(0, PanelType.Middle, 14, 100, self.c_p_matrix,
|
||||
self.q_z).almost_equal(
|
||||
Panel(wind_zone=0, panel_type=PanelType.Middle, ballast=45, link_tray=2, cross_tray=4, wind_anchors=0, pressure=18.920438),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Middle, ballast=45, link_tray=2, cross_tray=4, wind_anchors=0, pressure=18.87),
|
||||
decimal=2)
|
||||
assert self.subject.ballast_tray_and_anchor_count(0, PanelType.Middle, 20, 100, self.c_p_matrix,
|
||||
self.q_z).almost_equal(
|
||||
Panel(wind_zone=0, panel_type=PanelType.Middle, ballast=32, link_tray=2, cross_tray=3, wind_anchors=0, pressure=19.116474),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Middle, ballast=32, link_tray=2, cross_tray=3, wind_anchors=0, pressure=19.07),
|
||||
decimal=2)
|
||||
|
||||
def test_ballast_blocks_exceeding_tray_capacity(self):
|
||||
|
||||
@@ -48,23 +48,23 @@ class BallastCalculatorWhenDualTiltAndPSeriesTest(unittest.TestCase):
|
||||
expected_value = {
|
||||
PanelType.Corner: {
|
||||
'anchors': [4, 3, 0, 0, 0],
|
||||
'ballast blocks': [14, 10, 32, 16, 0],
|
||||
'pressure': ['8.26', '6.63', '15.76', '9.08', '2.39']
|
||||
'ballast blocks': [15, 10, 33, 16, 0],
|
||||
'pressure': ['8.43', '6.38', '15.93', '8.83', '2.12']
|
||||
},
|
||||
PanelType.NorthSouth: {
|
||||
'anchors': [4, 3, 0, 0, 0],
|
||||
'ballast blocks': [4, 2, 27, 13, 0],
|
||||
'pressure': ['4.08', '3.22', '13.63', '7.77', '2.37']
|
||||
'ballast blocks': [5, 2, 28, 14, 0],
|
||||
'pressure': ['4.22', '2.97', '13.77', '7.90', '2.10']
|
||||
},
|
||||
PanelType.EastWest: {
|
||||
'anchors': [4, 3, 0, 0, 0],
|
||||
'ballast blocks': [5, 2, 27, 13, 0],
|
||||
'pressure': ['4.49', '3.19', '13.63', '7.76', '2.30']
|
||||
'ballast blocks': [6, 3, 28, 14, 0],
|
||||
'pressure': ['4.58', '3.29', '13.72', '7.86', '2.01']
|
||||
},
|
||||
PanelType.Middle: {
|
||||
'anchors': [3, 2, 0, 0, 0],
|
||||
'ballast blocks': [10, 10, 23, 11, 0],
|
||||
'pressure': ['6.51', '6.51', '11.90', '6.92', '2.28']
|
||||
'ballast blocks': [11, 10, 23, 11, 0],
|
||||
'pressure': ['6.61', '6.20', '11.59', '6.61', '1.99']
|
||||
},
|
||||
}
|
||||
|
||||
@@ -104,28 +104,27 @@ class BallastCalculatorWhenDualTiltAndPSeriesTest(unittest.TestCase):
|
||||
expected_value = {
|
||||
PanelType.Corner: {
|
||||
'anchors': [0, 0, 0, 0, 0],
|
||||
'ballast blocks': [7, 3, 0, 0, 0],
|
||||
'pressure': ['4.68', '3.37', '2.39', '2.39', '2.39']
|
||||
'ballast blocks': [8, 3, 0, 0, 0],
|
||||
'pressure': ['4.79', '3.11', '2.12', '2.12', '2.12']
|
||||
},
|
||||
PanelType.NorthSouth: {
|
||||
'anchors': [0, 0, 0, 0, 0],
|
||||
'ballast blocks': [3, 0, 0, 0, 0],
|
||||
'pressure': ['3.35', '2.37', '2.37', '2.37', '2.37']
|
||||
'pressure': ['3.08', '2.10', '2.10', '2.10', '2.10']
|
||||
},
|
||||
PanelType.EastWest: {
|
||||
'anchors': [0, 0, 0, 0, 0],
|
||||
'ballast blocks': [3, 0, 0, 0, 0],
|
||||
'pressure': ['3.28', '2.30', '2.30', '2.30', '2.30']
|
||||
'ballast blocks': [4, 0, 0, 0, 0],
|
||||
'pressure': ['3.32', '2.01', '2.01', '2.01', '2.01']
|
||||
},
|
||||
PanelType.Middle: {
|
||||
'anchors': [0, 0, 0, 0, 0],
|
||||
'ballast blocks': [0, 0, 0, 0, 0],
|
||||
'pressure': ['2.28', '2.28', '2.28', '2.28', '2.28']
|
||||
'ballast blocks': [1, 0, 0, 0, 0],
|
||||
'pressure': ['2.32', '1.99', '1.99', '1.99', '1.99']
|
||||
},
|
||||
}
|
||||
|
||||
received_table = self.subject.summary_table(self.c_p_matrix, self.q_z)
|
||||
print("====\r\n", received_table)
|
||||
eq_(received_table.keys(), expected_value.keys())
|
||||
for key in expected_value.keys():
|
||||
received_table[key].pop('warnings')
|
||||
@@ -144,20 +143,20 @@ class BallastCalculatorWhenDualTiltAndPSeriesTest(unittest.TestCase):
|
||||
self.values.ballast_block_weight.return_value = 20
|
||||
|
||||
expected_value = [
|
||||
Panel(wind_zone=2, panel_type=PanelType.Corner, ballast=32, link_tray=2, cross_tray=3, wind_anchors=0,
|
||||
pressure=15.764460),
|
||||
Panel(wind_zone=2, panel_type=PanelType.NorthSouth, ballast=27, link_tray=2, cross_tray=2, wind_anchors=0,
|
||||
pressure=13.630342),
|
||||
Panel(wind_zone=2, panel_type=PanelType.Corner, ballast=33, link_tray=2, cross_tray=3, wind_anchors=0,
|
||||
pressure=15.93),
|
||||
Panel(wind_zone=2, panel_type=PanelType.NorthSouth, ballast=28, link_tray=2, cross_tray=2, wind_anchors=0,
|
||||
pressure=13.77),
|
||||
Panel(wind_zone=4, panel_type=PanelType.EastWest, ballast=0, link_tray=0, cross_tray=0, wind_anchors=0,
|
||||
pressure=2.299163),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=14, link_tray=2, cross_tray=1, wind_anchors=4,
|
||||
pressure=8.263513, warnings=[PanelWarnings.MaxPsf]),
|
||||
pressure=2.01),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=15, link_tray=2, cross_tray=1, wind_anchors=4,
|
||||
pressure=8.43, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Middle, ballast=40, link_tray=2, cross_tray=4, wind_anchors=0,
|
||||
pressure=18.993076),
|
||||
Panel(wind_zone=3, panel_type=PanelType.NorthSouth, ballast=13, link_tray=2, cross_tray=0, wind_anchors=0,
|
||||
pressure=7.767559),
|
||||
pressure=18.68),
|
||||
Panel(wind_zone=3, panel_type=PanelType.NorthSouth, ballast=14, link_tray=2, cross_tray=0, wind_anchors=0,
|
||||
pressure=7.90),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Corner, ballast=10, link_tray=2, cross_tray=1, wind_anchors=3,
|
||||
pressure=6.625349),
|
||||
pressure=6.38),
|
||||
]
|
||||
|
||||
assert_array_is_close(self.subject.ballast_and_trays_matrix(self.c_p_matrix, self.q_z, raw_data),
|
||||
@@ -179,19 +178,19 @@ class BallastCalculatorWhenDualTiltAndPSeriesTest(unittest.TestCase):
|
||||
|
||||
expected = [
|
||||
Panel(wind_zone=2, panel_type=PanelType.Corner, wind_anchors=0, seismic_anchors=1,
|
||||
ballast=17, link_tray=2, cross_tray=1, pressure=9.492135463546356),
|
||||
ballast=18, link_tray=2, cross_tray=1, pressure=9.65),
|
||||
Panel(wind_zone=2, panel_type=PanelType.NorthSouth, wind_anchors=0, seismic_anchors=1,
|
||||
ballast=12, link_tray=2, cross_tray=0, pressure=7.358017551755176),
|
||||
ballast=13, link_tray=2, cross_tray=0, pressure=7.50),
|
||||
Panel(wind_zone=4, panel_type=PanelType.EastWest, wind_anchors=0, seismic_anchors=1,
|
||||
ballast=0, link_tray=0, cross_tray=0, pressure=2.299162916291629),
|
||||
ballast=0, link_tray=0, cross_tray=0, pressure=2.01),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, wind_anchors=4, seismic_anchors=0,
|
||||
ballast=14, link_tray=2, cross_tray=1, pressure=8.263512601260127),
|
||||
ballast=15, link_tray=2, cross_tray=1, pressure=8.43),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Middle, wind_anchors=0, seismic_anchors=1,
|
||||
ballast=24, link_tray=2, cross_tray=3, pressure=12.375918091809181),
|
||||
ballast=25, link_tray=2, cross_tray=3, pressure=12.47),
|
||||
Panel(wind_zone=3, panel_type=PanelType.NorthSouth, wind_anchors=0, seismic_anchors=1,
|
||||
ballast=0, link_tray=0, cross_tray=0, pressure=2.3677610261026105),
|
||||
ballast=0, link_tray=0, cross_tray=0, pressure=2.10),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Corner, wind_anchors=3, seismic_anchors=0,
|
||||
ballast=10, link_tray=2, cross_tray=1, pressure=6.625348784878488),
|
||||
ballast=10, link_tray=2, cross_tray=1, pressure=6.38),
|
||||
]
|
||||
|
||||
result = self.subject.update_ballast(self.c_p_matrix, self.q_z, panels)
|
||||
@@ -235,13 +234,13 @@ class BallastCalculatorWhenDualTiltAndPSeriesTest(unittest.TestCase):
|
||||
]
|
||||
|
||||
expected_value = [
|
||||
Panel(wind_zone=2, panel_type=PanelType.Corner, ballast=32, link_tray=2, cross_tray=3, wind_anchors=0, pressure=15.764460),
|
||||
Panel(wind_zone=2, panel_type=PanelType.NorthSouth, ballast=27, link_tray=2, cross_tray=2, wind_anchors=0, pressure=13.630342),
|
||||
Panel(wind_zone=4, panel_type=PanelType.EastWest, ballast=0, link_tray=0, cross_tray=0, wind_anchors=0, pressure=2.299163),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=14, link_tray=2, cross_tray=1, wind_anchors=4, pressure= 8.263513, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Middle, ballast=10, link_tray=2, cross_tray=1, wind_anchors=2, pressure=6.513135),
|
||||
Panel(wind_zone=3, panel_type=PanelType.NorthSouth, ballast=13, link_tray=2, cross_tray=0, wind_anchors=0, pressure=7.767559),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Corner, ballast=10, link_tray=2, cross_tray=1, wind_anchors=3, pressure=6.625349)
|
||||
Panel(wind_zone=2, panel_type=PanelType.Corner, ballast=33, link_tray=2, cross_tray=3, wind_anchors=0, pressure=15.93),
|
||||
Panel(wind_zone=2, panel_type=PanelType.NorthSouth, ballast=28, link_tray=2, cross_tray=2, wind_anchors=0, pressure=13.77),
|
||||
Panel(wind_zone=4, panel_type=PanelType.EastWest, ballast=0, link_tray=0, cross_tray=0, wind_anchors=0, pressure=2.01),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=15, link_tray=2, cross_tray=1, wind_anchors=4, pressure=8.43, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Middle, ballast=10, link_tray=2, cross_tray=1, wind_anchors=2, pressure=6.20),
|
||||
Panel(wind_zone=3, panel_type=PanelType.NorthSouth, ballast=14, link_tray=2, cross_tray=0, wind_anchors=0, pressure=7.90),
|
||||
Panel(wind_zone=1, panel_type=PanelType.Corner, ballast=10, link_tray=2, cross_tray=1, wind_anchors=3, pressure=6.38)
|
||||
]
|
||||
|
||||
assert_array_is_close(self.subject.ballast_and_trays_matrix(self.c_p_matrix, self.q_z, panel_data), expected_value, decimal=2)
|
||||
@@ -273,28 +272,28 @@ class BallastCalculatorWhenDualTiltAndPSeriesTest(unittest.TestCase):
|
||||
self.q_z = 18.43072
|
||||
self.subject = BallastCalculator(self.values)
|
||||
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.NorthSouth, ballast=3, link_tray=0, cross_tray=0, wind_anchors=0, pressure=3.350659)
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.NorthSouth, ballast=3, link_tray=0, cross_tray=0, wind_anchors=0, pressure=3.08)
|
||||
received = self.subject.ballast_tray_and_anchor_count(0, PanelType.NorthSouth, 16, 8, self.c_p_matrix, self.q_z)
|
||||
assert received.almost_equal(expected, decimal=2)
|
||||
|
||||
def test_ballast_count_when_base_weight_greater_than_uplift(self):
|
||||
expected = Panel(wind_zone=4, panel_type=PanelType.Middle, ballast=0, link_tray=0, cross_tray=0, wind_anchors=0, pressure=2.277252)
|
||||
expected = Panel(wind_zone=4, panel_type=PanelType.Middle, ballast=0, link_tray=0, cross_tray=0, wind_anchors=0, pressure=1.99)
|
||||
assert self.subject.ballast_tray_and_anchor_count(4, PanelType.Middle, 14, 100, self.c_p_matrix, self.q_z).almost_equal(expected, decimal=2)
|
||||
|
||||
def test_individual_ballast_block_uplift_greater_than_base_weight(self):
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Middle, ballast=14, link_tray=2, cross_tray=2, wind_anchors=3, pressure=6.495729)
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Middle, ballast=15, link_tray=2, cross_tray=2, wind_anchors=3, pressure=6.47)
|
||||
assert self.subject.ballast_tray_and_anchor_count(0, PanelType.Middle, 14, 100, self.c_p_matrix, self.q_z).almost_equal(expected, decimal=2)
|
||||
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Middle, ballast=10, link_tray=2, cross_tray=1, wind_anchors=3, pressure=6.513135)
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Middle, ballast=11, link_tray=2, cross_tray=1, wind_anchors=3, pressure=6.61)
|
||||
assert self.subject.ballast_tray_and_anchor_count(0, PanelType.Middle, 20, 100, self.c_p_matrix, self.q_z).almost_equal(expected, decimal=2)
|
||||
|
||||
def test_ballast_blocks_exceeding_tray_capacity(self):
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Middle, ballast=17, link_tray=2, cross_tray=2, wind_anchors=3, pressure=6.659545)
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Middle, ballast=18, link_tray=2, cross_tray=2, wind_anchors=3, pressure=6.59)
|
||||
assert self.subject.ballast_tray_and_anchor_count(0, PanelType.Middle, 12, 100, self.c_p_matrix, self.q_z).almost_equal(expected, decimal=2)
|
||||
|
||||
def test_when_max_system_pressure_is_lower_than_base_weight_pressure(self):
|
||||
max_system_pressure = 0
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Middle, ballast=0, link_tray=0, cross_tray=0, wind_anchors=4, pressure=2.277252)
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Middle, ballast=0, link_tray=0, cross_tray=0, wind_anchors=4, pressure=1.99)
|
||||
|
||||
assert self.subject.ballast_tray_and_anchor_count(0, PanelType.Middle, 12, max_system_pressure, self.c_p_matrix, self.q_z).almost_equal(
|
||||
expected,
|
||||
|
||||
@@ -54,23 +54,23 @@ class BallastCalculatorWhenSingleTiltAnd128CellTest(unittest.TestCase):
|
||||
expected_value = {
|
||||
PanelType.Corner: {
|
||||
'anchors': [7, 5, 3, 3, 2, 2, 0, 2, 7, 4, 0],
|
||||
'ballast blocks': [10, 15, 5, 6, 3, 1, 13, 11, 12, 9, 11],
|
||||
'pressure': ['7.89', '10.77', '4.83', '5.41', '3.68', '2.53', '9.53', '8.38', '9.04', '7.23', '8.29']
|
||||
'ballast blocks': [9, 14, 5, 5, 3, 1, 13, 11, 11, 8, 11],
|
||||
'pressure': ['7.43', '10.31', '4.95', '4.95', '3.79', '2.64', '9.55', '8.49', '8.58', '6.76', '8.40']
|
||||
},
|
||||
PanelType.NorthSouth: {
|
||||
'anchors': [6, 5, 3, 2, 0, 1, 0, 2, 6, 4, 0],
|
||||
'ballast blocks': [14, 6, 1, 15, 19, 13, 12, 6, 12, 1, 10],
|
||||
'pressure': ['10.11', '5.41', '2.45', '10.68', '12.98', '9.44', '8.87', '5.32', '8.96', '2.45', '7.62']
|
||||
'pressure': ['10.13', '5.44', '2.47', '10.71', '13.01', '9.46', '8.89', '5.35', '8.98', '2.47', '7.65']
|
||||
},
|
||||
PanelType.EastWest: {
|
||||
'anchors': [5, 4, 2, 2, 1, 0, 0, 2, 6, 1, 0],
|
||||
'ballast blocks': [12, 7, 2, 1, 15, 21, 12, 6, 12, 14, 6],
|
||||
'pressure': ['8.94', '6.07', '3.05', '2.47', '10.67', '14.12', '8.85', '5.40', '9.03', '10.09', '5.35']
|
||||
'ballast blocks': [11, 7, 2, 1, 15, 21, 12, 6, 11, 14, 6],
|
||||
'pressure': ['8.49', '6.19', '3.16', '2.58', '10.79', '14.25', '8.98', '5.52', '8.58', '10.22', '5.46']
|
||||
},
|
||||
PanelType.Middle: {
|
||||
'anchors': [5, 4, 2, 1, 0, 0, 0, 2, 6, 1, 0],
|
||||
'ballast blocks': [9, 5, 2, 15, 18, 20, 12, 5, 7, 13, 6],
|
||||
'pressure': ['7.14', '4.84', '2.97', '10.59', '12.32', '13.56', '8.87', '4.75', '5.99', '9.44', '5.27']
|
||||
'pressure': ['7.21', '4.91', '3.02', '10.66', '12.39', '13.63', '8.93', '4.82', '6.06', '9.51', '5.32']
|
||||
},
|
||||
}
|
||||
|
||||
@@ -96,21 +96,21 @@ class BallastCalculatorWhenSingleTiltAnd128CellTest(unittest.TestCase):
|
||||
|
||||
expected_value = [
|
||||
Panel(wind_zone=5, panel_type=PanelType.Corner, ballast=1, link_tray=0, cross_tray=0, wind_anchors=2,
|
||||
pressure=2.532134),
|
||||
pressure=2.64),
|
||||
Panel(wind_zone=6, panel_type=PanelType.NorthSouth, ballast=12, link_tray=0, cross_tray=1, wind_anchors=0,
|
||||
pressure=8.866209),
|
||||
pressure=8.89),
|
||||
Panel(wind_zone=7, panel_type=PanelType.EastWest, ballast=6, link_tray=2, cross_tray=0, wind_anchors=2,
|
||||
pressure=5.400562, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=10, link_tray=0, cross_tray=2, wind_anchors=7,
|
||||
pressure=7.891559, warnings=[PanelWarnings.MaxPsf]),
|
||||
pressure=5.52, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=9, link_tray=0, cross_tray=2, wind_anchors=7,
|
||||
pressure=7.43, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=8, panel_type=PanelType.Middle, ballast=7, link_tray=1, cross_tray=1, wind_anchors=6,
|
||||
pressure=5.991164, warnings=[PanelWarnings.MaxPsf]),
|
||||
pressure=6.06, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=9, panel_type=PanelType.NorthSouth, ballast=1, link_tray=0, cross_tray=0, wind_anchors=4,
|
||||
pressure=2.446694, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=6, panel_type=PanelType.Corner, ballast=13, link_tray=0, cross_tray=1, wind_anchors=0,
|
||||
pressure=9.527003),
|
||||
pressure=2.47, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=6, panel_type=PanelType.Corner, ballast=13, link_tray=0, cross_tray=0, wind_anchors=0,
|
||||
pressure=9.55),
|
||||
Panel(wind_zone=6, panel_type=PanelType.EastWest, ballast=12, link_tray=2, cross_tray=0, wind_anchors=0,
|
||||
pressure=8.852688)
|
||||
pressure=8.98)
|
||||
]
|
||||
|
||||
assert_array_is_close(self.subject.ballast_and_trays_matrix(self.c_p_matrix, self.q_z, panels),
|
||||
@@ -169,19 +169,19 @@ class BallastCalculatorWhenSingleTiltAnd128CellTest(unittest.TestCase):
|
||||
|
||||
expected_value = [
|
||||
Panel(wind_zone=7, panel_type=PanelType.Corner, ballast=11, link_tray=0, cross_tray=1,
|
||||
wind_anchors=2, pressure=8.376295, warnings=[PanelWarnings.MaxPsf]),
|
||||
wind_anchors=2, pressure=8.49, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=7, panel_type=PanelType.NorthSouth, ballast=6, link_tray=0, cross_tray=0,
|
||||
wind_anchors=2, pressure=5.323465, warnings=[PanelWarnings.MaxPsf]),
|
||||
wind_anchors=2, pressure=5.35, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=9, panel_type=PanelType.EastWest, ballast=29, link_tray=2, cross_tray=2,
|
||||
wind_anchors=0, pressure=18.814946),
|
||||
wind_anchors=0, pressure=18.94),
|
||||
Panel(wind_zone=5, panel_type=PanelType.Corner, ballast=1, link_tray=0, cross_tray=0,
|
||||
wind_anchors=2, pressure=2.532134),
|
||||
wind_anchors=2, pressure=2.64),
|
||||
Panel(wind_zone=6, panel_type=PanelType.Middle, ballast=12, link_tray=1, cross_tray=1,
|
||||
wind_anchors=0, pressure=8.867935),
|
||||
wind_anchors=0, pressure=8.93),
|
||||
Panel(wind_zone=8, panel_type=PanelType.NorthSouth, ballast=12, link_tray=0, cross_tray=2,
|
||||
wind_anchors=6, pressure=8.956827, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=6, panel_type=PanelType.Corner, ballast=13, link_tray=0, cross_tray=1,
|
||||
wind_anchors=0, pressure=9.527003)
|
||||
wind_anchors=6, pressure=8.98, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=6, panel_type=PanelType.Corner, ballast=13, link_tray=0, cross_tray=0,
|
||||
wind_anchors=0, pressure=9.55)
|
||||
]
|
||||
|
||||
assert_array_is_close(self.subject.ballast_and_trays_matrix(self.c_p_matrix, self.q_z, panel_data),
|
||||
@@ -213,41 +213,41 @@ class BallastCalculatorWhenSingleTiltAnd128CellTest(unittest.TestCase):
|
||||
self.q_z = 18.446284
|
||||
|
||||
expected = Panel(wind_zone=10, panel_type=PanelType.Middle, ballast=0, link_tray=0, cross_tray=0,
|
||||
wind_anchors=0, pressure=1.819845)
|
||||
wind_anchors=0, pressure=1.87)
|
||||
|
||||
assert self.subject.ballast_tray_and_anchor_count(10, PanelType.Middle, 14, 1000, self.c_p_matrix,
|
||||
self.q_z).almost_equal(expected, decimal=2)
|
||||
|
||||
def test_individual_ballast_block_uplift_greater_than_base_weight(self):
|
||||
expected = Panel(wind_zone=6, panel_type=PanelType.Middle, ballast=17, link_tray=1, cross_tray=1,
|
||||
wind_anchors=0, pressure=8.810399)
|
||||
expected = Panel(wind_zone=6, panel_type=PanelType.Middle, ballast=16, link_tray=1, cross_tray=1,
|
||||
wind_anchors=0, pressure=8.47)
|
||||
assert self.subject.ballast_tray_and_anchor_count(6, PanelType.Middle, 14, 1000, self.c_p_matrix,
|
||||
self.q_z).almost_equal(expected, decimal=2)
|
||||
|
||||
expected = Panel(wind_zone=6, panel_type=PanelType.Middle, ballast=12, link_tray=1, cross_tray=1,
|
||||
wind_anchors=0, pressure=8.867935)
|
||||
wind_anchors=0, pressure=8.93)
|
||||
assert self.subject.ballast_tray_and_anchor_count(6, PanelType.Middle, 20, 1000, self.c_p_matrix,
|
||||
self.q_z).almost_equal(expected, decimal=2)
|
||||
|
||||
def test_ballast_blocks_exceeding_tray_capacity(self):
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=10, link_tray=0, cross_tray=2,
|
||||
wind_anchors=7, pressure=7.891559, warnings=[PanelWarnings.MaxPsf])
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=9, link_tray=0, cross_tray=2,
|
||||
wind_anchors=7, pressure=7.43, warnings=[PanelWarnings.MaxPsf])
|
||||
assert self.subject.ballast_tray_and_anchor_count(0, PanelType.Corner, 20, 1000, self.c_p_matrix,
|
||||
self.q_z).almost_equal(expected, decimal=2)
|
||||
|
||||
expected = Panel(wind_zone=8, panel_type=PanelType.Middle, ballast=7, link_tray=1, cross_tray=1,
|
||||
wind_anchors=6, pressure=5.991164, warnings=[PanelWarnings.MaxPsf])
|
||||
wind_anchors=6, pressure=6.06, warnings=[PanelWarnings.MaxPsf])
|
||||
assert self.subject.ballast_tray_and_anchor_count(8, PanelType.Middle, 20, 1000, self.c_p_matrix,
|
||||
self.q_z).almost_equal(expected, decimal=2)
|
||||
|
||||
def test_ballast_blocks_when_panel_exceeds_max_system_pressure(self):
|
||||
expected = Panel(wind_zone=5, panel_type=PanelType.Middle, ballast=7, link_tray=1, cross_tray=0,
|
||||
wind_anchors=1, pressure=4.692301)
|
||||
wind_anchors=1, pressure=4.76)
|
||||
assert self.subject.ballast_tray_and_anchor_count(5, PanelType.Middle, 14, 10, self.c_p_matrix,
|
||||
self.q_z).almost_equal(expected, decimal=2)
|
||||
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=14, link_tray=0, cross_tray=2,
|
||||
wind_anchors=7, pressure=7.776488, warnings=[PanelWarnings.MaxPsf])
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=13, link_tray=0, cross_tray=2,
|
||||
wind_anchors=7, pressure=7.49, warnings=[PanelWarnings.MaxPsf])
|
||||
assert self.subject.ballast_tray_and_anchor_count(0, PanelType.Corner, 14, 10, self.c_p_matrix,
|
||||
self.q_z).almost_equal(expected, decimal=2)
|
||||
|
||||
@@ -255,7 +255,7 @@ class BallastCalculatorWhenSingleTiltAnd128CellTest(unittest.TestCase):
|
||||
max_system_pressure = 0
|
||||
|
||||
expected = Panel(wind_zone=5, panel_type=PanelType.Middle, ballast=0, link_tray=0, cross_tray=0,
|
||||
wind_anchors=2, pressure=1.819845)
|
||||
wind_anchors=2, pressure=1.87)
|
||||
assert self.subject.ballast_tray_and_anchor_count(5, PanelType.Middle, 12, max_system_pressure,
|
||||
self.c_p_matrix, self.q_z).almost_equal(
|
||||
expected,
|
||||
|
||||
@@ -54,23 +54,24 @@ class BallastCalculatorWhenSingleTiltAnd96CellTest(unittest.TestCase):
|
||||
expected_value = {
|
||||
PanelType.Corner: {
|
||||
'anchors': [5, 4, 2, 2, 1, 1, 0, 2, 6, 3, 0],
|
||||
'ballast blocks': [14, 10, 9, 10, 11, 10, 11, 2, 2, 9, 8],
|
||||
'pressure': ['12.81', '9.67', '8.90', '9.67', '10.43', '9.58', '10.34', '3.47', '3.57', '8.90', '8.05']
|
||||
'ballast blocks': [14, 10, 9, 9, 11, 10, 10, 2, 2, 9, 8],
|
||||
'pressure': ['12.93', '9.79', '9.03', '9.03', '10.56', '9.70', '9.70', '3.60', '3.69', '9.03', '8.18']
|
||||
},
|
||||
PanelType.NorthSouth: {
|
||||
'anchors': [5, 4, 2, 2, 0, 1, 0, 1, 5, 3, 0],
|
||||
'ballast blocks': [5, 2, 5, 5, 15, 7, 9, 13, 3, 2, 7],
|
||||
'pressure': ['5.74', '3.45', '5.74', '5.65', '13.37', '7.17', '8.79', '11.84', '4.22', '3.36', '7.17']
|
||||
'pressure': ['5.79', '3.50', '5.70', '5.70', '13.41', '7.23', '8.84', '11.89', '4.26', '3.41', '7.23']
|
||||
},
|
||||
PanelType.EastWest: {
|
||||
'anchors': [4, 3, 1, 1, 1, 0, 0, 1, 5, 1, 0],
|
||||
'ballast blocks': [6, 6, 10, 9, 8, 16, 9, 13, 3, 7, 4],
|
||||
'pressure': ['6.62', '6.52', '9.57', '8.81', '8.05', '14.24', '8.81', '11.96', '4.24', '7.29', '4.93']
|
||||
'pressure': ['6.79', '6.70', '9.75', '8.99', '8.23', '14.42', '8.99', '12.13', '4.41', '7.46', '5.09']
|
||||
},
|
||||
PanelType.Middle: {
|
||||
'anchors': [3, 2, 1, 0, 0, 0, 0, 1, 3, 0, 0],
|
||||
'ballast blocks': [11, 13, 6, 19, 12, 13, 8, 8, 15, 18, 3],
|
||||
'pressure': ['10.40', '11.92', '6.49', '16.59', '11.16', '11.92', '8.02', '8.02', '13.54', '15.73', '4.13']
|
||||
'ballast blocks': [11, 13, 6, 19, 12, 13, 8, 7, 15, 18, 3],
|
||||
'pressure': ['10.42', '11.95', '6.52', '16.61', '11.19', '11.95', '8.05', '7.29', '13.56', '15.76',
|
||||
'4.15']
|
||||
},
|
||||
}
|
||||
|
||||
@@ -95,14 +96,14 @@ class BallastCalculatorWhenSingleTiltAnd96CellTest(unittest.TestCase):
|
||||
self.values.ballast_block_weight.return_value = 20
|
||||
|
||||
expected_value = [
|
||||
Panel(wind_zone=5, panel_type=PanelType.Corner, ballast=25, link_tray=0, cross_tray=2, wind_anchors=0, pressure=21.200142),
|
||||
Panel(wind_zone=6, panel_type=PanelType.NorthSouth, ballast=9, link_tray=0, cross_tray=1, wind_anchors=0, pressure=8.791605),
|
||||
Panel(wind_zone=7, panel_type=PanelType.EastWest, ballast=28, link_tray=2, cross_tray=2, wind_anchors=0, pressure=23.487752),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=14, link_tray=0, cross_tray=2, wind_anchors=5, pressure=12.810842, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=8, panel_type=PanelType.Middle, ballast=15, link_tray=1, cross_tray=2, wind_anchors=3, pressure=13.538805, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=9, panel_type=PanelType.NorthSouth, ballast=2, link_tray=0, cross_tray=0, wind_anchors=3, pressure=3.360677, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=6, panel_type=PanelType.Corner, ballast=11, link_tray=0, cross_tray=0, wind_anchors=0, pressure=10.337906),
|
||||
Panel(wind_zone=6, panel_type=PanelType.EastWest, ballast=9, link_tray=2, cross_tray=0, wind_anchors=0, pressure=8.812197)
|
||||
Panel(wind_zone=5, panel_type=PanelType.Corner, ballast=25, link_tray=0, cross_tray=2, wind_anchors=0, pressure=21.32),
|
||||
Panel(wind_zone=6, panel_type=PanelType.NorthSouth, ballast=9, link_tray=0, cross_tray=1, wind_anchors=0, pressure=8.84),
|
||||
Panel(wind_zone=7, panel_type=PanelType.EastWest, ballast=28, link_tray=2, cross_tray=2, wind_anchors=0, pressure=23.65),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=14, link_tray=0, cross_tray=2, wind_anchors=5, pressure=12.93, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=8, panel_type=PanelType.Middle, ballast=15, link_tray=1, cross_tray=2, wind_anchors=3, pressure=13.56, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=9, panel_type=PanelType.NorthSouth, ballast=2, link_tray=0, cross_tray=0, wind_anchors=3, pressure=3.41, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=6, panel_type=PanelType.Corner, ballast=10, link_tray=0, cross_tray=0, wind_anchors=0, pressure=9.70),
|
||||
Panel(wind_zone=6, panel_type=PanelType.EastWest, ballast=9, link_tray=2, cross_tray=0, wind_anchors=0, pressure=8.99)
|
||||
]
|
||||
|
||||
assert_array_is_close(self.subject.ballast_and_trays_matrix(self.c_p_matrix, self.q_z, panels), expected_value, decimal=2)
|
||||
@@ -159,13 +160,13 @@ class BallastCalculatorWhenSingleTiltAnd96CellTest(unittest.TestCase):
|
||||
]
|
||||
|
||||
expected_value = array([
|
||||
Panel(wind_zone=7, panel_type=PanelType.Corner, ballast=2, link_tray=0, cross_tray=0, wind_anchors=2, pressure=3.473933),
|
||||
Panel(wind_zone=7, panel_type=PanelType.NorthSouth, ballast=13, link_tray=0, cross_tray=1, wind_anchors=1, pressure=11.842260),
|
||||
Panel(wind_zone=9, panel_type=PanelType.EastWest, ballast=22, link_tray=2, cross_tray=1, wind_anchors=0, pressure=18.819488),
|
||||
Panel(wind_zone=5, panel_type=PanelType.Corner, ballast=25, link_tray=0, cross_tray=2, wind_anchors=0, pressure=21.200142),
|
||||
Panel(wind_zone=6, panel_type=PanelType.Middle, ballast=8, link_tray=1, cross_tray=0, wind_anchors=0, pressure=8.015213),
|
||||
Panel(wind_zone=8, panel_type=PanelType.NorthSouth, ballast=3, link_tray=0, cross_tray=1, wind_anchors=5, pressure=4.215623, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=6, panel_type=PanelType.Corner, ballast=11, link_tray=0, cross_tray=0, wind_anchors=0, pressure=10.337906),
|
||||
Panel(wind_zone=7, panel_type=PanelType.Corner, ballast=2, link_tray=0, cross_tray=0, wind_anchors=2, pressure=3.60),
|
||||
Panel(wind_zone=7, panel_type=PanelType.NorthSouth, ballast=13, link_tray=0, cross_tray=1, wind_anchors=1, pressure=11.89),
|
||||
Panel(wind_zone=9, panel_type=PanelType.EastWest, ballast=22, link_tray=2, cross_tray=1, wind_anchors=0, pressure=18.99),
|
||||
Panel(wind_zone=5, panel_type=PanelType.Corner, ballast=25, link_tray=0, cross_tray=2, wind_anchors=0, pressure=21.32),
|
||||
Panel(wind_zone=6, panel_type=PanelType.Middle, ballast=8, link_tray=1, cross_tray=0, wind_anchors=0, pressure=8.05),
|
||||
Panel(wind_zone=8, panel_type=PanelType.NorthSouth, ballast=3, link_tray=0, cross_tray=1, wind_anchors=5, pressure=4.26, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=6, panel_type=PanelType.Corner, ballast=10, link_tray=0, cross_tray=0, wind_anchors=0, pressure=9.70),
|
||||
])
|
||||
|
||||
assert_array_is_close(self.subject.ballast_and_trays_matrix(self.c_p_matrix, self.q_z, panels), expected_value, decimal=2)
|
||||
@@ -174,43 +175,43 @@ class BallastCalculatorWhenSingleTiltAnd96CellTest(unittest.TestCase):
|
||||
assert self.subject.ballast_tray_and_anchor_count(10, PanelType.Middle, 14, 1000, self.c_p_matrix,
|
||||
30.155851).almost_equal(
|
||||
Panel(wind_zone=10, panel_type=PanelType.Middle, ballast=0, link_tray=0, cross_tray=0,
|
||||
wind_anchors=0, pressure=1.842977),
|
||||
wind_anchors=0, pressure=1.86),
|
||||
decimal=2)
|
||||
|
||||
def test_individual_ballast_block_uplift_greater_than_base_weight(self):
|
||||
assert self.subject.ballast_tray_and_anchor_count(6, PanelType.Middle, 14, 1000, self.c_p_matrix,
|
||||
self.q_z).almost_equal(
|
||||
Panel(wind_zone=6, panel_type=PanelType.Middle, ballast=11, link_tray=1, cross_tray=1,
|
||||
wind_anchors=0, pressure=7.878697),
|
||||
wind_anchors=0, pressure=7.91),
|
||||
decimal=2)
|
||||
assert self.subject.ballast_tray_and_anchor_count(6, PanelType.Middle, 20, 1000, self.c_p_matrix,
|
||||
self.q_z).almost_equal(
|
||||
Panel(wind_zone=6, panel_type=PanelType.Middle, ballast=8, link_tray=1, cross_tray=0,
|
||||
wind_anchors=0, pressure=8.015213),
|
||||
wind_anchors=0, pressure=8.05),
|
||||
decimal=2)
|
||||
|
||||
def test_ballast_blocks_exceeding_tray_capacity(self):
|
||||
assert self.subject.ballast_tray_and_anchor_count(0, PanelType.Corner, 20, 1000, self.c_p_matrix,
|
||||
self.q_z).almost_equal(
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=14, link_tray=0, cross_tray=2,
|
||||
wind_anchors=5, pressure=12.810842, warnings=[PanelWarnings.MaxPsf]),
|
||||
wind_anchors=5, pressure=12.93, warnings=[PanelWarnings.MaxPsf]),
|
||||
decimal=2)
|
||||
assert self.subject.ballast_tray_and_anchor_count(8, PanelType.Middle, 20, 1000, self.c_p_matrix,
|
||||
self.q_z).almost_equal(
|
||||
Panel(wind_zone=8, panel_type=PanelType.Middle, ballast=15, link_tray=1, cross_tray=2,
|
||||
wind_anchors=3, pressure=13.538805, warnings=[PanelWarnings.MaxPsf]),
|
||||
wind_anchors=3, pressure=13.56, warnings=[PanelWarnings.MaxPsf]),
|
||||
decimal=2)
|
||||
|
||||
def test_ballast_blocks_when_panel_exceeds_max_system_pressure(self):
|
||||
assert self.subject.ballast_tray_and_anchor_count(5, PanelType.Middle, 14, 10, self.c_p_matrix,
|
||||
self.q_z).almost_equal(
|
||||
Panel(wind_zone=5, panel_type=PanelType.Middle, ballast=0, link_tray=0, cross_tray=0,
|
||||
wind_anchors=1, pressure=1.842977),
|
||||
wind_anchors=1, pressure=1.86),
|
||||
decimal=2)
|
||||
assert self.subject.ballast_tray_and_anchor_count(0, PanelType.Corner, 14, 10, self.c_p_matrix,
|
||||
self.q_z).almost_equal(
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=0, link_tray=0, cross_tray=0,
|
||||
wind_anchors=6, pressure=1.948606, warnings=[PanelWarnings.MaxPsf]),
|
||||
wind_anchors=6, pressure=2.08, warnings=[PanelWarnings.MaxPsf]),
|
||||
decimal=2)
|
||||
|
||||
def test_when_max_system_pressure_is_lower_than_base_weight_pressure(self):
|
||||
@@ -219,7 +220,7 @@ class BallastCalculatorWhenSingleTiltAnd96CellTest(unittest.TestCase):
|
||||
assert self.subject.ballast_tray_and_anchor_count(5, PanelType.Middle, 12, max_system_pressure, self.c_p_matrix,
|
||||
self.q_z).almost_equal(
|
||||
Panel(wind_zone=5, panel_type=PanelType.Middle, ballast=0, link_tray=0, cross_tray=0,
|
||||
wind_anchors=1, pressure=1.842977),
|
||||
wind_anchors=1, pressure=1.86),
|
||||
decimal=2)
|
||||
|
||||
def test_uplift(self):
|
||||
|
||||
@@ -55,27 +55,27 @@ class BallastCalculatorWhenSingleTiltAndPSeriesTest(unittest.TestCase):
|
||||
PanelType.Corner: {
|
||||
'anchors': [7, 5, 3, 3, 2, 1, 0, 2, 7, 4, 0],
|
||||
'ballast blocks': [5, 11, 3, 4, 2, 15, 13, 9, 7, 6, 11],
|
||||
'pressure': ['5.07', '8.69', '3.77', '4.37', '3.17', '11.10', '9.80', '7.39', '6.37', '5.67', '8.59']
|
||||
'pressure': ['5.13', '8.75', '3.83', '4.43', '3.22', '11.16', '9.86', '7.45', '6.33', '5.73', '8.65']
|
||||
},
|
||||
PanelType.NorthSouth: {
|
||||
'anchors': [6, 5, 2, 2, 0, 1, 0, 2, 6, 3, 0],
|
||||
'ballast blocks': [10, 3, 15, 14, 18, 12, 12, 5, 8, 14, 9],
|
||||
'pressure': ['8.09', '3.78', '11.11', '10.41', '12.82', '9.20', '9.20', '4.89', '6.89', '10.50', '7.30']
|
||||
'pressure': ['8.06', '3.74', '11.07', '10.37', '12.88', '9.17', '9.17', '4.85', '6.85', '10.47', '7.26']
|
||||
},
|
||||
PanelType.EastWest: {
|
||||
'anchors': [5, 4, 2, 1, 1, 0, 0, 2, 6, 1, 0],
|
||||
'ballast blocks': [8, 5, 1, 15, 14, 20, 12, 5, 8, 13, 6],
|
||||
'pressure': ['6.87', '4.97', '2.50', '11.09', '10.49', '14.11', '9.19', '4.97', '6.87', '9.89', '5.51']
|
||||
'pressure': ['6.94', '5.04', '2.56', '11.16', '10.56', '14.18', '9.26', '5.04', '6.94', '9.96', '5.57']
|
||||
},
|
||||
PanelType.Middle: {
|
||||
'anchors': [5, 4, 1, 1, 0, 0, 0, 2, 6, 1, 0],
|
||||
'ballast blocks': [6, 3, 15, 14, 18, 20, 11, 4, 4, 12, 6],
|
||||
'pressure': ['5.59', '3.68', '11.01', '10.41', '12.82', '14.12', '8.60', '4.29', '4.38', '9.20', '5.44']
|
||||
'pressure': ['5.60', '3.69', '11.02', '10.42', '12.83', '14.13', '8.51', '4.29', '4.39', '9.21', '5.43']
|
||||
},
|
||||
}
|
||||
|
||||
received_table = self.subject.summary_table(self.c_p_matrix, self.q_z)
|
||||
print("===\r\n",received_table)
|
||||
|
||||
eq_(received_table.keys(), expected_value.keys())
|
||||
for key in expected_value.keys():
|
||||
received_table[key].pop('warnings')
|
||||
@@ -97,21 +97,21 @@ class BallastCalculatorWhenSingleTiltAndPSeriesTest(unittest.TestCase):
|
||||
|
||||
expected_value = [
|
||||
Panel(wind_zone=5, panel_type=PanelType.Corner, ballast=15, link_tray=0, cross_tray=1, wind_anchors=1,
|
||||
pressure=11.101436),
|
||||
pressure=11.16),
|
||||
Panel(wind_zone=6, panel_type=PanelType.NorthSouth, ballast=12, link_tray=0, cross_tray=1, wind_anchors=0,
|
||||
pressure=9.202700),
|
||||
pressure=9.17),
|
||||
Panel(wind_zone=7, panel_type=PanelType.EastWest, ballast=5, link_tray=2, cross_tray=0, wind_anchors=2,
|
||||
pressure=4.967106, warnings=[PanelWarnings.MaxPsf]),
|
||||
pressure=5.04, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=5, link_tray=0, cross_tray=1, wind_anchors=7,
|
||||
pressure=5.070833, warnings=[PanelWarnings.MaxPsf]),
|
||||
pressure=5.13, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=8, panel_type=PanelType.Middle, ballast=4, link_tray=1, cross_tray=1, wind_anchors=6,
|
||||
pressure=4.380027, warnings=[PanelWarnings.MaxPsf]),
|
||||
pressure=4.39, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=9, panel_type=PanelType.NorthSouth, ballast=14, link_tray=0, cross_tray=2, wind_anchors=3,
|
||||
pressure=10.503803, warnings=[PanelWarnings.MaxPsf]),
|
||||
pressure=10.47, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=6, panel_type=PanelType.Corner, ballast=13, link_tray=0, cross_tray=0, wind_anchors=0,
|
||||
pressure=9.800333),
|
||||
pressure=9.86),
|
||||
Panel(wind_zone=6, panel_type=PanelType.EastWest, ballast=12, link_tray=2, cross_tray=0, wind_anchors=0,
|
||||
pressure=9.188528)
|
||||
pressure=9.26)
|
||||
]
|
||||
|
||||
assert_array_is_close(self.subject.ballast_and_trays_matrix(self.c_p_matrix, self.q_z, panels),
|
||||
@@ -170,19 +170,19 @@ class BallastCalculatorWhenSingleTiltAndPSeriesTest(unittest.TestCase):
|
||||
|
||||
expected_value = [
|
||||
Panel(wind_zone=7, panel_type=PanelType.Corner, ballast=9, link_tray=0, cross_tray=0,
|
||||
wind_anchors=2, pressure=7.388092, warnings=[PanelWarnings.MaxPsf]),
|
||||
wind_anchors=2, pressure=7.44, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=7, panel_type=PanelType.NorthSouth, ballast=5, link_tray=0, cross_tray=0,
|
||||
wind_anchors=2, pressure=4.886296, warnings=[PanelWarnings.MaxPsf]),
|
||||
wind_anchors=2, pressure=4.85, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=9, panel_type=PanelType.EastWest, ballast=28, link_tray=2, cross_tray=2,
|
||||
wind_anchors=0, pressure=19.027457),
|
||||
wind_anchors=0, pressure=19.10),
|
||||
Panel(wind_zone=5, panel_type=PanelType.Corner, ballast=15, link_tray=0, cross_tray=1,
|
||||
wind_anchors=1, pressure=11.101436),
|
||||
Panel(wind_zone=6, panel_type=PanelType.Middle, ballast=11, link_tray=1, cross_tray=1,
|
||||
wind_anchors=0, pressure= 8.601449),
|
||||
wind_anchors=1, pressure=11.16),
|
||||
Panel(wind_zone=6, panel_type=PanelType.Middle, ballast=11, link_tray=1, cross_tray=0,
|
||||
wind_anchors=0, pressure=8.51),
|
||||
Panel(wind_zone=8, panel_type=PanelType.NorthSouth, ballast=8, link_tray=0, cross_tray=2,
|
||||
wind_anchors=6, pressure=6.885441, warnings=[PanelWarnings.MaxPsf]),
|
||||
wind_anchors=6, pressure=6.85, warnings=[PanelWarnings.MaxPsf]),
|
||||
Panel(wind_zone=6, panel_type=PanelType.Corner, ballast=13, link_tray=0, cross_tray=0,
|
||||
wind_anchors=0, pressure=9.800333)
|
||||
wind_anchors=0, pressure=9.86)
|
||||
]
|
||||
|
||||
assert_array_is_close(self.subject.ballast_and_trays_matrix(self.c_p_matrix, self.q_z, panel_data),
|
||||
@@ -221,22 +221,22 @@ class BallastCalculatorWhenSingleTiltAndPSeriesTest(unittest.TestCase):
|
||||
|
||||
def test_ballast_and_tray_count_iterates_on_link_and_cross_trays_changing_weight_and_ballast_requirements(self):
|
||||
panel = self.subject.ballast_tray_and_anchor_count(3, PanelType.NorthSouth, 20, 17, self.c_p_matrix, self.q_z)
|
||||
assert_almost_equal(panel.pressure, 10.408820882088209, 2)
|
||||
assert_almost_equal(panel.pressure, 10.37, 2)
|
||||
|
||||
def test_individual_ballast_block_uplift_greater_than_base_weight(self):
|
||||
expected = Panel(wind_zone=6, panel_type=PanelType.Middle, ballast=16, link_tray=1, cross_tray=1,
|
||||
wind_anchors=0, pressure=8.722061)
|
||||
wind_anchors=0, pressure=8.73)
|
||||
assert self.subject.ballast_tray_and_anchor_count(6, PanelType.Middle, 14, 1000, self.c_p_matrix,
|
||||
self.q_z).almost_equal(expected, decimal=2)
|
||||
|
||||
expected = Panel(wind_zone=6, panel_type=PanelType.Middle, ballast=11, link_tray=1, cross_tray=1,
|
||||
wind_anchors=0, pressure=8.601449)
|
||||
expected = Panel(wind_zone=6, panel_type=PanelType.Middle, ballast=11, link_tray=1, cross_tray=0,
|
||||
wind_anchors=0, pressure=8.51)
|
||||
assert self.subject.ballast_tray_and_anchor_count(6, PanelType.Middle, 20, 1000, self.c_p_matrix,
|
||||
self.q_z).almost_equal(expected, decimal=2)
|
||||
|
||||
def test_ballast_blocks_exceeding_tray_capacity(self):
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=5, link_tray=0, cross_tray=1,
|
||||
wind_anchors=7, pressure=5.070833, warnings=[PanelWarnings.MaxPsf])
|
||||
wind_anchors=7, pressure=5.13, warnings=[PanelWarnings.MaxPsf])
|
||||
assert self.subject.ballast_tray_and_anchor_count(0, PanelType.Corner, 20, 1000, self.c_p_matrix,
|
||||
self.q_z).almost_equal(expected, decimal=2)
|
||||
|
||||
@@ -253,7 +253,7 @@ class BallastCalculatorWhenSingleTiltAndPSeriesTest(unittest.TestCase):
|
||||
self.q_z).almost_equal(expected, decimal=2)
|
||||
|
||||
expected = Panel(wind_zone=0, panel_type=PanelType.Corner, ballast=7, link_tray=0, cross_tray=1,
|
||||
wind_anchors=7, pressure=5.010527, warnings=[PanelWarnings.MaxPsf])
|
||||
wind_anchors=7, pressure=5.07, warnings=[PanelWarnings.MaxPsf])
|
||||
assert self.subject.ballast_tray_and_anchor_count(0, PanelType.Corner, 14, 10, self.c_p_matrix,
|
||||
self.q_z).almost_equal(expected, decimal=2)
|
||||
|
||||
|
||||
@@ -56,7 +56,7 @@ class CalculatorTest(unittest.TestCase):
|
||||
self.subject = Calculator(self.values)
|
||||
|
||||
expected = [
|
||||
Subarray(subarray_number=1, origin=Coordinate(0, 0), required_seismic_anchors=436, weight=170698.330000,
|
||||
Subarray(subarray_number=1, origin=Coordinate(0, 0), required_seismic_anchors=435, weight=170237,
|
||||
start_row=0, size=863, column_counted_geometrically=False, row_counted_geometrically=False,
|
||||
row_count=130.5, column_count=98)
|
||||
]
|
||||
@@ -70,43 +70,43 @@ class CalculatorTest(unittest.TestCase):
|
||||
self.subject = Calculator(self.values)
|
||||
|
||||
expected = [
|
||||
Subarray(subarray_number=1, origin=Coordinate(0, 0), required_seismic_anchors=11, weight=23804, start_row=0,
|
||||
Subarray(subarray_number=1, origin=Coordinate(0, 0), required_seismic_anchors=11, weight=23783, start_row=0,
|
||||
size=192, column_counted_geometrically=False, row_counted_geometrically=False,
|
||||
row_count=18, column_count=20),
|
||||
Subarray(subarray_number=2, origin=Coordinate(0, 0), required_seismic_anchors=0, weight=13271,
|
||||
Subarray(subarray_number=2, origin=Coordinate(0, 0), required_seismic_anchors=0, weight=13113,
|
||||
start_row=192, size=96, column_counted_geometrically=False, row_counted_geometrically=False,
|
||||
row_count=4, column_count=24),
|
||||
Subarray(subarray_number=3, origin=Coordinate(0, 0), required_seismic_anchors=110, weight=40328,
|
||||
Subarray(subarray_number=3, origin=Coordinate(0, 0), required_seismic_anchors=110, weight=40406,
|
||||
start_row=288, size=312, column_counted_geometrically=False, row_counted_geometrically=False,
|
||||
row_count=25, column_count=29),
|
||||
Subarray(subarray_number=4, origin=Coordinate(0, 0), required_seismic_anchors=71, weight=23324,
|
||||
Subarray(subarray_number=4, origin=Coordinate(0, 0), required_seismic_anchors=72, weight=23404,
|
||||
start_row=600, size=168, column_counted_geometrically=False, row_counted_geometrically=False,
|
||||
row_count=22, column_count=13),
|
||||
Subarray(subarray_number=5, origin=Coordinate(0, 0), required_seismic_anchors=74, weight=35170,
|
||||
Subarray(subarray_number=5, origin=Coordinate(0, 0), required_seismic_anchors=75, weight=35365,
|
||||
start_row=768, size=234, column_counted_geometrically=False, row_counted_geometrically=False,
|
||||
row_count=26, column_count=14),
|
||||
Subarray(subarray_number=6, origin=Coordinate(0, 0), required_seismic_anchors=1, weight=11461,
|
||||
Subarray(subarray_number=6, origin=Coordinate(0, 0), required_seismic_anchors=0, weight=10897,
|
||||
start_row=1002, size=96, column_counted_geometrically=False, row_counted_geometrically=False,
|
||||
row_count=10, column_count=12),
|
||||
Subarray(subarray_number=7, origin=Coordinate(0, 0), required_seismic_anchors=28, weight=10865,
|
||||
Subarray(subarray_number=7, origin=Coordinate(0, 0), required_seismic_anchors=29, weight=10951,
|
||||
start_row=1098, size=96, column_counted_geometrically=False, row_counted_geometrically=False,
|
||||
row_count=8, column_count=16),
|
||||
Subarray(subarray_number=8, origin=Coordinate(0, 0), required_seismic_anchors=12, weight=10780,
|
||||
Subarray(subarray_number=8, origin=Coordinate(0, 0), required_seismic_anchors=11, weight=10596,
|
||||
start_row=1194, size=96, column_counted_geometrically=False, row_counted_geometrically=False,
|
||||
row_count=15, column_count=17.5),
|
||||
Subarray(subarray_number=9, origin=Coordinate(0, 0), required_seismic_anchors=0, weight= 10989,
|
||||
Subarray(subarray_number=9, origin=Coordinate(0, 0), required_seismic_anchors=0, weight=10544,
|
||||
start_row=1290, size=96, column_counted_geometrically=False, row_counted_geometrically=False,
|
||||
row_count=8, column_count=16),
|
||||
Subarray(subarray_number=10, origin=Coordinate(0, 0), required_seismic_anchors=0, weight=4901,
|
||||
Subarray(subarray_number=10, origin=Coordinate(0, 0), required_seismic_anchors=0, weight=4819,
|
||||
start_row=1386, size=48, column_counted_geometrically=False, row_counted_geometrically=False,
|
||||
row_count=8, column_count=6),
|
||||
Subarray(subarray_number=11, origin=Coordinate(0, 0), required_seismic_anchors=0, weight=10766,
|
||||
Subarray(subarray_number=11, origin=Coordinate(0, 0), required_seismic_anchors=0, weight=10857,
|
||||
start_row=1434, size=96, column_counted_geometrically=False, row_counted_geometrically=False,
|
||||
row_count=13, column_count=13),
|
||||
Subarray(subarray_number=12, origin=Coordinate(0, 0), required_seismic_anchors=0, weight=6350,
|
||||
Subarray(subarray_number=12, origin=Coordinate(0, 0), required_seismic_anchors=0, weight=6330,
|
||||
start_row=1530, size=54, column_counted_geometrically=False, row_counted_geometrically=False,
|
||||
row_count=8, column_count=8),
|
||||
Subarray(subarray_number=13, origin=Coordinate(0, 0), required_seismic_anchors=0, weight=4239,
|
||||
Subarray(subarray_number=13, origin=Coordinate(0, 0), required_seismic_anchors=0, weight=4201,
|
||||
start_row=1584, size=48, column_counted_geometrically=False, row_counted_geometrically=False,
|
||||
row_count=6, column_count=8)
|
||||
]
|
||||
@@ -140,15 +140,15 @@ class CalculatorTest(unittest.TestCase):
|
||||
self.subject = Calculator(self.values)
|
||||
|
||||
received_values = self.subject.summary_values()
|
||||
|
||||
|
||||
expected_values = array([
|
||||
{'label': 'Total System Weight (lbs)', 'value': 2694},
|
||||
{'label': 'Max PSF', 'value': 7.9},
|
||||
{'label': 'Avg PSF', 'value': 5.41},
|
||||
{'label': 'Total System Weight (lbs)', 'value': 2684},
|
||||
{'label': 'Max PSF', 'value': 8.03},
|
||||
{'label': 'Avg PSF', 'value': 5.39},
|
||||
{'label': 'Total Anchors', 'value': 5},
|
||||
{'label': 'Total Ballast', 'value': 135},
|
||||
{'label': 'Max Possible System Weight', 'value': 2792.0},
|
||||
{'label': 'Max System Weight Ballast Block', 'value': 17},
|
||||
{'label': 'Total Ballast', 'value': 131},
|
||||
{'label': 'Max Possible System Weight', 'value': 2789.0},
|
||||
{'label': 'Max System Weight Ballast Block', 'value': 16},
|
||||
{'label': 'Seismic Anchor Max. Spacing', 'value': 12},
|
||||
])
|
||||
assert_array_equal(received_values, expected_values)
|
||||
@@ -173,13 +173,13 @@ class CalculatorTest(unittest.TestCase):
|
||||
received_values = self.subject.documentation_summary_values()
|
||||
|
||||
expected_values = {
|
||||
'total_system_weight': 2694,
|
||||
'max_psf': 7.9,
|
||||
'ave_psf': 5.41,
|
||||
'total_system_weight': 2684,
|
||||
'max_psf': 8.03,
|
||||
'ave_psf': 5.39,
|
||||
'total_anchors': 5,
|
||||
'total_ballast': 135,
|
||||
'max_possible_system_weight': 2792.0,
|
||||
'max_system_weight_ballast_block': 17,
|
||||
'total_ballast': 131,
|
||||
'max_possible_system_weight': 2789.0,
|
||||
'max_system_weight_ballast_block': 16,
|
||||
'seismic_anchor_max_spacing': 12
|
||||
}
|
||||
eq_(received_values, expected_values)
|
||||
@@ -326,8 +326,6 @@ class CalculatorTest(unittest.TestCase):
|
||||
expected_csv = expected_file.read()
|
||||
reader = csv.reader(expected_csv.splitlines(), dialect='excel-tab')
|
||||
expected = array([row for row in reader])
|
||||
print("EXPECTED")
|
||||
print(expected)
|
||||
|
||||
power_station_1 = PowerStation(
|
||||
description='1',
|
||||
@@ -369,8 +367,7 @@ class CalculatorTest(unittest.TestCase):
|
||||
)
|
||||
|
||||
self.site.power_stations = [power_station_1, power_station_2]
|
||||
print("COMPUTE")
|
||||
print(self.subject.compute_bom())
|
||||
|
||||
assert_array_equal(self.subject.compute_bom(), expected)
|
||||
|
||||
def test_documentation_bom(self):
|
||||
@@ -408,91 +405,94 @@ class CalculatorTest(unittest.TestCase):
|
||||
self.site.cad_file = csv_content
|
||||
self.subject = Calculator(self.values)
|
||||
|
||||
expected = [('521794', 196),
|
||||
('521795', 196),
|
||||
('514056', 1000),
|
||||
('modules', 1726),
|
||||
('513843', 263),
|
||||
('anchors', 263),
|
||||
('518477', 275),
|
||||
('513833', 670),
|
||||
('513844', 214),
|
||||
('ballast', 6777),
|
||||
('515928', 261),
|
||||
('517871', 139),
|
||||
('514057', 1000),
|
||||
('515063', 4000),
|
||||
('512200', 3480),
|
||||
('514265', 179),
|
||||
('513303', 1),
|
||||
('512660', 2),
|
||||
('512661', 2),
|
||||
('512662', 4),
|
||||
('512663', 2),
|
||||
('518331', 2),
|
||||
('518058', 2),
|
||||
('104813', 50),
|
||||
('107551', 50),
|
||||
('514865', 50),
|
||||
('106925', 50),
|
||||
('523921', 1),
|
||||
('514438', 2),
|
||||
('514437', 2),
|
||||
('512910', 1),
|
||||
('805615', 2),
|
||||
('521031', 2),
|
||||
('512575', 1),
|
||||
('514698', 1),
|
||||
('513007', 50),
|
||||
('114961', 50),
|
||||
('107549', 100),
|
||||
('107586', 100),
|
||||
('512021', 9),
|
||||
('512199', 140),
|
||||
('512511', 196),
|
||||
('512510', 196),
|
||||
('515929', 0),
|
||||
('514477', 2),
|
||||
('515059', 2),
|
||||
('514697', 1),
|
||||
('513831', 0),
|
||||
('513836', 0),
|
||||
('520301', 0),
|
||||
('520302', 0),
|
||||
('520303', 0),
|
||||
('520306', 0),
|
||||
('513832', 0),
|
||||
('514435', 0),
|
||||
('514436', 0),
|
||||
('514439', 0),
|
||||
('514440', 0),
|
||||
('523922', 0),
|
||||
('523923', 0),
|
||||
('523924', 0),
|
||||
('513299', 0),
|
||||
('513301', 0),
|
||||
('514478', 0),
|
||||
('513300', 0),
|
||||
('513302', 0),
|
||||
('513304', 0),
|
||||
('519008', 0),
|
||||
('518059', 0),
|
||||
('105317', 0),
|
||||
('111147', 0),
|
||||
('107538', 0),
|
||||
('516045', 0),
|
||||
('516043', 0),
|
||||
('513586', 0),
|
||||
('507985', 0),
|
||||
('522020', 0),
|
||||
('521798', 0),
|
||||
('521797', 0),
|
||||
('521363', 0),
|
||||
('517463', 0)]
|
||||
expected = [
|
||||
('104813', 50),
|
||||
('105317', 0),
|
||||
('106925', 50),
|
||||
('107538', 0),
|
||||
('107549', 100),
|
||||
('107551', 50),
|
||||
('107586', 100),
|
||||
('111147', 0),
|
||||
('114961', 50),
|
||||
('507985', 0),
|
||||
('512021', 9),
|
||||
('512199', 140),
|
||||
('512200', 3480),
|
||||
('512510', 196),
|
||||
('512511', 196),
|
||||
('512575', 1),
|
||||
('512660', 2),
|
||||
('512661', 2),
|
||||
('512662', 4),
|
||||
('512663', 2),
|
||||
('512676', 0),
|
||||
('512910', 1),
|
||||
('513007', 50),
|
||||
('513299', 0),
|
||||
('513300', 0),
|
||||
('513301', 0),
|
||||
('513302', 0),
|
||||
('513303', 1),
|
||||
('513304', 0),
|
||||
('513586', 0),
|
||||
('513831', 0),
|
||||
('513832', 0),
|
||||
('513833', 670),
|
||||
('513836', 0),
|
||||
('513841', 196),
|
||||
('513842', 196),
|
||||
('513843', 262),
|
||||
('513844', 214),
|
||||
('514056', 1000),
|
||||
('514057', 1000),
|
||||
('514265', 179),
|
||||
('514435', 0),
|
||||
('514436', 0),
|
||||
('514437', 2),
|
||||
('514438', 2),
|
||||
('514439', 0),
|
||||
('514440', 0),
|
||||
('514477', 2),
|
||||
('514478', 0),
|
||||
('514685', 0),
|
||||
('514686', 1),
|
||||
('514687', 0),
|
||||
('514697', 1),
|
||||
('514698', 1),
|
||||
('514865', 50),
|
||||
('515059', 2),
|
||||
('515063', 4000),
|
||||
('515928', 261),
|
||||
('515929', 0),
|
||||
('516043', 0),
|
||||
('516045', 0),
|
||||
('517463', 0),
|
||||
('517871', 139),
|
||||
('518058', 2),
|
||||
('518059', 0),
|
||||
('518331', 2),
|
||||
('518477', 275),
|
||||
('519008', 0),
|
||||
('520301', 0),
|
||||
('520302', 0),
|
||||
('520303', 0),
|
||||
('520306', 0),
|
||||
('521031', 2),
|
||||
('521363', 0),
|
||||
('521794', 0),
|
||||
('521795', 0),
|
||||
('521797', 0),
|
||||
('521798', 0),
|
||||
('522020', 0),
|
||||
('805615', 2),
|
||||
|
||||
print("===")
|
||||
print(self.subject.documentation_bom())
|
||||
assert_array_equal(sorted(self.subject.documentation_bom()), sorted(expected))
|
||||
('anchors', 262),
|
||||
('ballast', 6786),
|
||||
('modules', 1726)
|
||||
]
|
||||
|
||||
assert_array_equal(sorted(self.subject.documentation_bom()), expected)
|
||||
|
||||
# Performance Tests
|
||||
|
||||
|
||||
@@ -118,7 +118,7 @@ class EbomCalculatorTest(unittest.TestCase):
|
||||
wire_clip_large: 2907,
|
||||
cable_support_lid: 368,
|
||||
cable_support: 368,
|
||||
rear_skirt_1_1: -140,
|
||||
rear_skirt: -140,
|
||||
dc_switch_bracket: 2,
|
||||
front_legs: 23,
|
||||
back_legs: 23,
|
||||
@@ -147,7 +147,7 @@ class EbomCalculatorTest(unittest.TestCase):
|
||||
whip_tray: 19,
|
||||
ac_switch: 3,
|
||||
ac_splice_box: 2,
|
||||
ethernet_plug: 12.600000000000001,
|
||||
ethernet_plug: 7.2,
|
||||
mounting_back_plate: 23,
|
||||
sunshade_bolt: 4,
|
||||
sunshade_washer: 4,
|
||||
@@ -193,10 +193,10 @@ class EbomCalculatorTest(unittest.TestCase):
|
||||
self.user_values.module_type.return_value = ModuleType.Cell96
|
||||
expected_output = {
|
||||
stump: 65,
|
||||
wire_clip_large: 590,
|
||||
wire_clip_large: 513,
|
||||
cable_support_lid: 0,
|
||||
cable_support: 0,
|
||||
rear_skirt_1_1: 0,
|
||||
rear_skirt: 0,
|
||||
rubber_foot: 9,
|
||||
delta_inverter_leg: 9,
|
||||
harness_4_string_mf: 4,
|
||||
@@ -206,7 +206,6 @@ class EbomCalculatorTest(unittest.TestCase):
|
||||
delta_60kw_inverter: 1,
|
||||
delta_splice_box: 2,
|
||||
delta_kit_inverter_mount: 3,
|
||||
delta_kit_inverter_mount_dt: 0
|
||||
}
|
||||
|
||||
assert_dictionary_equal(self.subject.compute_ebom(), expected_output)
|
||||
@@ -224,22 +223,23 @@ class EbomCalculatorTest(unittest.TestCase):
|
||||
'attachment_point': ('Switch Gear', None)
|
||||
},
|
||||
]
|
||||
|
||||
self.user_values.system_type.return_value = SystemType.dualTilt
|
||||
self.user_values.module_type.return_value = ModuleType.Cell96
|
||||
expected_output = {
|
||||
stump: 0,
|
||||
wire_clip_large: 200,
|
||||
wire_clip_large: 171,
|
||||
cable_support_lid: 0,
|
||||
cable_support: 0,
|
||||
rear_skirt_1_1: 0,
|
||||
rear_skirt: 0,
|
||||
rubber_foot: 3,
|
||||
delta_inverter_leg: 3,
|
||||
harness_4_string_mf: 2,
|
||||
harness_4_string_fm: 2,
|
||||
delta_42kw_inverter: 1,
|
||||
delta_kit_inverter_mount: 0,
|
||||
delta_kit_inverter_mount_dt: 1,
|
||||
}
|
||||
|
||||
assert_dictionary_equal(self.subject.compute_ebom(), expected_output)
|
||||
|
||||
def test_computes_ebom_with_aux_plugs(self):
|
||||
@@ -380,7 +380,7 @@ class EbomCalculatorTest(unittest.TestCase):
|
||||
wire_clip_large: 2394,
|
||||
cable_support: 270,
|
||||
cable_support_lid: 270,
|
||||
rear_skirt_1_1: -103,
|
||||
rear_skirt: -103,
|
||||
ethernet_plug: 7.2,
|
||||
monitor_power_plug: 1,
|
||||
sunshade_bolt: 12,
|
||||
@@ -492,7 +492,7 @@ class EbomCalculatorTest(unittest.TestCase):
|
||||
wire_clip_large: 2394,
|
||||
cable_support: 270,
|
||||
cable_support_lid: 270,
|
||||
rear_skirt_1_1: -103,
|
||||
rear_skirt: -103,
|
||||
ethernet_plug: 7.2,
|
||||
monitor_power_plug: 1,
|
||||
sunshade_bolt: 12,
|
||||
@@ -604,7 +604,7 @@ class EbomCalculatorTest(unittest.TestCase):
|
||||
wire_clip_large: 2394,
|
||||
cable_support: 270,
|
||||
cable_support_lid: 270,
|
||||
rear_skirt_1_1: -103,
|
||||
rear_skirt: -103,
|
||||
ethernet_plug: 7.2,
|
||||
monitor_power_plug: 1,
|
||||
fuseshade: 14,
|
||||
@@ -616,56 +616,6 @@ class EbomCalculatorTest(unittest.TestCase):
|
||||
|
||||
assert_dictionary_equal(self.subject.compute_ebom(), expected_output)
|
||||
|
||||
def test_computes_ebom_with_power_monitor_DELTA_brand(self):
|
||||
self.user_values.inverter_brands.return_value = [{'inverter_brand_id':2}]
|
||||
self.user_values.power_monitors.return_value = [{
|
||||
'monitor_id': 'foo',
|
||||
'power_source': ('Switch Gear/External', None)
|
||||
}]
|
||||
self.user_values.system_type.return_value = SystemType.singleTilt
|
||||
self.user_values.module_type.return_value = ModuleType.Cell96
|
||||
|
||||
expected_output = {
|
||||
monitor_power_plug: 1,
|
||||
stump: 0,
|
||||
cable_support: 0,
|
||||
cable_support_lid: 0,
|
||||
rear_skirt_1_1: 0,
|
||||
monitor_controller_480_v:1,
|
||||
}
|
||||
|
||||
assert_dictionary_equal(self.subject.compute_ebom(), expected_output)
|
||||
|
||||
def test_computes_ebom_with_power_monitor_SMA_brand(self):
|
||||
self.user_values.inverter_brands.return_value = [{'inverter_brand_id':1}]
|
||||
self.user_values.power_monitors.return_value = [{
|
||||
'monitor_id': 'foo',
|
||||
'power_source': ('Switch Gear/External', None)
|
||||
}]
|
||||
self.user_values.system_type.return_value = SystemType.singleTilt
|
||||
self.user_values.module_type.return_value = ModuleType.Cell96
|
||||
|
||||
expected_output = {
|
||||
monitor_power_plug: 1,
|
||||
stump: 0,
|
||||
cable_support: 0,
|
||||
cable_support_lid: 0,
|
||||
rear_skirt_1_1: 0,
|
||||
monitor_controller_480_v:1,
|
||||
flat_washer: 4,
|
||||
channel_nut: 4,
|
||||
hex_nut_three_eighths_16: 2,
|
||||
front_legs: 1,
|
||||
back_legs: 1,
|
||||
inverter_link: 2,
|
||||
inverter_rail: 1,
|
||||
rubber_foot: 3,
|
||||
hex_bolt_1_2: 9,
|
||||
mounting_back_plate: 1,
|
||||
}
|
||||
|
||||
assert_dictionary_equal(self.subject.compute_ebom(), expected_output)
|
||||
|
||||
def test_computes_ebom_with_aux_plugs_on_switchgear_on_pseries_single_tilt(self):
|
||||
self.user_values.power_stations.return_value = [
|
||||
{
|
||||
@@ -771,7 +721,7 @@ class EbomCalculatorTest(unittest.TestCase):
|
||||
wire_clip_large: 2394,
|
||||
cable_support: 694,
|
||||
cable_support_lid: 694,
|
||||
rear_skirt_1_1: -264,
|
||||
rear_skirt: -264,
|
||||
ethernet_plug: 7.2,
|
||||
monitor_power_plug: 1,
|
||||
fuseshade: 14,
|
||||
@@ -922,7 +872,7 @@ class EbomCalculatorTest(unittest.TestCase):
|
||||
wire_clip_large: 2394,
|
||||
cable_support: 270,
|
||||
cable_support_lid: 270,
|
||||
rear_skirt_1_1: -103,
|
||||
rear_skirt: -103,
|
||||
ethernet_plug: 7.2,
|
||||
monitor_power_plug: 1,
|
||||
sunshade_bolt: 12,
|
||||
@@ -968,7 +918,7 @@ class EbomCalculatorTest(unittest.TestCase):
|
||||
wire_clip_large: 2394,
|
||||
cable_support: 270,
|
||||
cable_support_lid: 270,
|
||||
rear_skirt_1_1: -103,
|
||||
rear_skirt: -103,
|
||||
ethernet_plug: 7.2,
|
||||
sunshade_bolt: 12,
|
||||
sunshade_washer: 12,
|
||||
@@ -1027,7 +977,7 @@ class EbomCalculatorTest(unittest.TestCase):
|
||||
mounting_back_plate: 1,
|
||||
cable_support: 0,
|
||||
cable_support_lid: 0,
|
||||
rear_skirt_1_1: 0,
|
||||
rear_skirt: 0,
|
||||
monitor_power_plug: 1,
|
||||
}
|
||||
|
||||
@@ -1046,7 +996,7 @@ class EbomCalculatorTest(unittest.TestCase):
|
||||
mounting_back_plate: 1,
|
||||
cable_support: 0,
|
||||
cable_support_lid: 0,
|
||||
rear_skirt_1_1: 0,
|
||||
rear_skirt: 0,
|
||||
monitor_power_plug: 1,
|
||||
}
|
||||
|
||||
@@ -1055,14 +1005,14 @@ class EbomCalculatorTest(unittest.TestCase):
|
||||
stump: 0,
|
||||
cable_support: 0,
|
||||
cable_support_lid: 0,
|
||||
rear_skirt_1_1: 0
|
||||
rear_skirt: 0
|
||||
}
|
||||
|
||||
expected_output_240_pseries = {
|
||||
stump: 0,
|
||||
cable_support_lid: 0,
|
||||
cable_support: 0,
|
||||
rear_skirt_1_1: 0,
|
||||
rear_skirt: 0,
|
||||
monitor_controller_240_v: 1,
|
||||
}
|
||||
|
||||
@@ -1101,53 +1051,3 @@ class EbomCalculatorTest(unittest.TestCase):
|
||||
|
||||
self.subject = EbomCalculator(self.user_values, 171, 98, 104)
|
||||
assert_dictionary_equal(self.subject.compute_ebom(), expected_output_240_pseries)
|
||||
|
||||
def test_computes_ebom_with_power_monitor_DELTA_brand(self):
|
||||
self.user_values.inverter_brands.return_value = [{'inverter_brand_id':2}]
|
||||
self.user_values.power_monitors.return_value = [{
|
||||
'monitor_id': 'foo',
|
||||
'power_source': ('Switch Gear/External', None)
|
||||
}]
|
||||
self.user_values.system_type.return_value = SystemType.singleTilt
|
||||
self.user_values.module_type.return_value = ModuleType.Cell96
|
||||
|
||||
expected_output = {
|
||||
monitor_power_plug: 1,
|
||||
stump: 0,
|
||||
cable_support: 0,
|
||||
cable_support_lid: 0,
|
||||
rear_skirt_1_1: 0,
|
||||
monitor_controller_480_v: 1,
|
||||
}
|
||||
|
||||
assert_dictionary_equal(self.subject.compute_ebom(), expected_output)
|
||||
|
||||
def test_computes_ebom_with_power_monitor_SMA_brand(self):
|
||||
self.user_values.inverter_brands.return_value = [{'inverter_brand_id':1}]
|
||||
self.user_values.power_monitors.return_value = [{
|
||||
'monitor_id': 'foo',
|
||||
'power_source': ('Switch Gear/External', None)
|
||||
}]
|
||||
self.user_values.system_type.return_value = SystemType.singleTilt
|
||||
self.user_values.module_type.return_value = ModuleType.Cell96
|
||||
|
||||
expected_output = {
|
||||
monitor_power_plug: 1,
|
||||
stump: 0,
|
||||
cable_support: 0,
|
||||
cable_support_lid: 0,
|
||||
rear_skirt_1_1: 0,
|
||||
monitor_controller_480_v:1,
|
||||
flat_washer: 4,
|
||||
channel_nut: 4,
|
||||
hex_nut_three_eighths_16: 2,
|
||||
front_legs: 1,
|
||||
back_legs: 1,
|
||||
inverter_link: 2,
|
||||
inverter_rail: 1,
|
||||
rubber_foot: 3,
|
||||
hex_bolt_1_2: 9,
|
||||
mounting_back_plate: 1,
|
||||
}
|
||||
|
||||
assert_dictionary_equal(self.subject.compute_ebom(), expected_output)
|
||||
|
||||
Binary file not shown.
@@ -72,8 +72,8 @@ class MechanicalBomCalculatorWhenDualTilt128CellTest(unittest.TestCase):
|
||||
expected_output = {
|
||||
wire_clip: 80,
|
||||
link_tray: 9,
|
||||
left_deflector_1_1: 10,
|
||||
right_deflector_1_1: 10,
|
||||
left_deflector: 10,
|
||||
right_deflector: 10,
|
||||
anchor_plate: 12,
|
||||
cross_tray_1_1: 3,
|
||||
dual_tilt_chassis: 26,
|
||||
@@ -98,8 +98,8 @@ class MechanicalBomCalculatorWhenDualTilt128CellTest(unittest.TestCase):
|
||||
expected_output = {
|
||||
wire_clip: 80,
|
||||
link_tray: 9,
|
||||
left_deflector_1_1: 10,
|
||||
right_deflector_1_1: 10,
|
||||
left_deflector: 10,
|
||||
right_deflector: 10,
|
||||
anchor_plate: 12,
|
||||
cross_tray_1_1: 3,
|
||||
dual_tilt_chassis: 26,
|
||||
|
||||
@@ -73,8 +73,8 @@ class MechanicalBomCalculatorWhenDualTilt96CellTest(unittest.TestCase):
|
||||
expected_output = {
|
||||
wire_clip: 80,
|
||||
link_tray: 9,
|
||||
left_deflector_1_1: 10,
|
||||
right_deflector_1_1: 10,
|
||||
left_deflector: 10,
|
||||
right_deflector: 10,
|
||||
anchor_plate: 12,
|
||||
cross_tray: 3,
|
||||
dual_tilt_chassis: 26,
|
||||
@@ -99,8 +99,8 @@ class MechanicalBomCalculatorWhenDualTilt96CellTest(unittest.TestCase):
|
||||
expected_output = {
|
||||
wire_clip: 80,
|
||||
link_tray: 18,
|
||||
left_deflector_1_1: 10,
|
||||
right_deflector_1_1: 10,
|
||||
left_deflector: 10,
|
||||
right_deflector: 10,
|
||||
anchor_plate: 12,
|
||||
cross_tray: 3,
|
||||
dual_tilt_chassis: 26,
|
||||
|
||||
@@ -93,8 +93,8 @@ class MechanicalBomCalculatorWhenSingleTilt128CellTest(unittest.TestCase):
|
||||
following_tray: 6,
|
||||
link_tray: 28,
|
||||
spoiler_1_1: 44,
|
||||
left_deflector_1_1: 11,
|
||||
right_deflector_1_1: 11,
|
||||
left_deflector: 11,
|
||||
right_deflector: 11,
|
||||
anchor_plate: 15,
|
||||
cross_tray_1_1: 5,
|
||||
rubber_foot: 4.4,
|
||||
|
||||
@@ -93,13 +93,13 @@ class MechanicalBomCalculatorWhenSingleTilt96CellTest(unittest.TestCase):
|
||||
following_tray: 25,
|
||||
link_tray: 28,
|
||||
spoiler: 44,
|
||||
left_deflector_1_1: 11,
|
||||
right_deflector_1_1: 11,
|
||||
left_deflector: 11,
|
||||
right_deflector: 11,
|
||||
anchor_plate: 15,
|
||||
cross_tray: 5,
|
||||
rubber_foot: 4.4,
|
||||
front_skirt: 24,
|
||||
rear_skirt_1_1: 44,
|
||||
rear_skirt: 44,
|
||||
leading_tray: 25,
|
||||
ballast: 192,
|
||||
anchor: 15, # 12 + the 3 seismic anchors
|
||||
|
||||
@@ -54,8 +54,8 @@ class SummaryValuesTest(unittest.TestCase):
|
||||
{'label': 'Avg PSF', 'value': 10.06},
|
||||
{'label': 'Total Anchors', 'value': 7},
|
||||
{'label': 'Total Ballast', 'value': 8},
|
||||
{'label': 'Max Possible System Weight', 'value': 1563.0},
|
||||
{'label': 'Max System Weight Ballast Block', 'value': 16},
|
||||
{'label': 'Max Possible System Weight', 'value': 1568.0},
|
||||
{'label': 'Max System Weight Ballast Block', 'value': 14},
|
||||
{'label': 'Seismic Anchor Max. Spacing', 'value': seismic_interval}
|
||||
]
|
||||
eq_(result, expected)
|
||||
@@ -83,8 +83,8 @@ class SummaryValuesTest(unittest.TestCase):
|
||||
'ave_psf': 10.06,
|
||||
'total_anchors': 7,
|
||||
'total_ballast': 8,
|
||||
'max_possible_system_weight': 1563.0,
|
||||
'max_system_weight_ballast_block': 16,
|
||||
'max_possible_system_weight': 1568.0,
|
||||
'max_system_weight_ballast_block': 14,
|
||||
'seismic_anchor_max_spacing': 10
|
||||
}
|
||||
|
||||
@@ -111,7 +111,7 @@ class SummaryValuesTest(unittest.TestCase):
|
||||
|
||||
result = self.subject.find_max_system_weight(panels, self.c_p_matrix, self.q_z, self.ballast_calculator)
|
||||
|
||||
assert_almost_equal(result, (1563, 16), decimal=0)
|
||||
assert_almost_equal(result, (1568, 14), decimal=0)
|
||||
|
||||
def test_find_max_system_weight_does_not_modify_panels_list(self):
|
||||
panels = [
|
||||
|
||||
@@ -574,12 +574,12 @@
|
||||
},
|
||||
|
||||
{
|
||||
"name" : "total_521794",
|
||||
"name" : "total_513841",
|
||||
"value" : "someValue"
|
||||
},
|
||||
|
||||
{
|
||||
"name" : "total_521795",
|
||||
"name" : "total_513842",
|
||||
"value" : "someValue"
|
||||
},
|
||||
|
||||
|
||||
8
test/fixtures/expected_dual_tilt.csv
vendored
8
test/fixtures/expected_dual_tilt.csv
vendored
@@ -1,8 +1,8 @@
|
||||
HANDLE BLOCKNAME WIND POS SUBARRAY PSF BAL LTRAY XTRAY ANC ID XCOORD YCOORD ANGLE
|
||||
'21EEE0 *U593 C 1 1 12.91 20 2 1 - 1 0 0 0
|
||||
'21EECC *U824 C 2 1 11.34 17 2 1 - 2 0 0 0
|
||||
'21EEB8 *U824 E 3 1 2.28 0 1 - - 3 0 0 0
|
||||
'21EEE0 *U593 C 1 1 12.9 20 2 1 - 1 0 0 0
|
||||
'21EECC *U824 C 2 1 11.35 17 2 1 - 2 0 0 0
|
||||
'21EEB8 *U824 E 3 1 2.26 0 1 - - 3 0 0 0
|
||||
'21EEA4 *U593 A 1 1 5.55 6 2 - 2 4 0 0 0
|
||||
'21E940 *U171 B 4 1 13.87 22 1 2 - 5 0 0 0
|
||||
'21E940 *U171 B 4 1 13.83 22 1 2 - 5 0 0 0
|
||||
'21E92C *U824 D 1 1 7.1 9 2 - - 6 0 0 0
|
||||
'21E918 *U593 B 1 1 9.8 14 2 1 1 7 0 0 0
|
||||
|
||||
|
18
test/fixtures/expected_dual_tilt_big_spacing.txt
vendored
18
test/fixtures/expected_dual_tilt_big_spacing.txt
vendored
@@ -1,18 +0,0 @@
|
||||
HANDLE BLOCKNAME WIND POS SUBARRAY PSF BAL LTRAY XTRAY ANC ID XCOORD YCOORD ANGLE
|
||||
'B247D *U6006 A 1 1 2.4 0 2 - 1 1 30043.319 -61598.761 2.534306
|
||||
'B245F *U6006 A 2 1 2.4 0 2 - S 2 29955.165 -61602.663 2.534306
|
||||
'B2441 *U6006 A 2 1 2.4 0 2 - S 3 29867.012 -61606.565 2.534306
|
||||
'B2423 *U6006 A 1 1 2.4 0 2 - 1 4 29778.858 -61610.467 2.534306
|
||||
'B2405 *U6006 A 3 1 2.26 0 1 - S 5 30046.068 -61660.86 2.534306
|
||||
'B23E7 *U6006 A 4 1 5.94 10 1 - - 6 29957.914 -61664.762 2.534306
|
||||
'B23C9 *U6006 A 4 1 5.94 10 1 - - 7 29869.76 -61668.664 2.534306
|
||||
'B23AB *U6006 A 3 1 8.9 18 1 1 - 8 29781.607 -61672.566 2.534306
|
||||
'B238D *U6007 A 3 1 8.9 18 1 1 - 9 30048.816 -61722.96 2.534306
|
||||
'B236F *U6007 A 4 1 5.94 10 1 - - 10 29960.663 -61726.861 2.534306
|
||||
'B2351 *U6007 A 4 1 5.94 10 1 - - 11 29872.509 -61730.763 2.534306
|
||||
'B2333 *U6007 A 3 1 8.9 18 1 1 - 12 29784.355 -61734.665 2.534306
|
||||
'B2315 *U6007 A 1 1 2.4 0 2 - 1 13 30051.565 -61785.059 2.534306
|
||||
'B22F7 *U6007 A 2 1 2.4 0 2 - S 14 29963.411 -61788.961 2.534306
|
||||
'B22D9 *U6007 A 2 1 2.4 0 2 - S 15 29875.258 -61792.862 2.534306
|
||||
'B22B6 *U6007 A 1 1 2.4 0 2 - 1 16 29787.104 -61796.764 2.534306
|
||||
|
||||
10
test/fixtures/expected_dual_tilt_bom.csv
vendored
10
test/fixtures/expected_dual_tilt_bom.csv
vendored
@@ -1,7 +1,9 @@
|
||||
Part # Description Total
|
||||
512200 CLIP, WIRE FORMED, CABLE MANAGEMENT, INSIDE, 352MM ^ 2 3480
|
||||
513833 TRAY, LINK, HELIX ROOF 670
|
||||
513843 PLATE, ANCHOR, HELIX ROOF 263
|
||||
513841 DEFLECTOR, LH, HELIX ROOF 196
|
||||
513842 DEFLECTOR, RH, HELIX ROOF 196
|
||||
513843 PLATE, ANCHOR, HELIX ROOF 262
|
||||
513844 TRAY, OPTIONAL BALLAST, HELIX ROOF 214
|
||||
514056 BASE, CHASSIS, DUAL TILT, HELIX ROOF 1000
|
||||
514057 PLATFORM, CHASSIS, DUAL TILT, HELIX ROOF 1000
|
||||
@@ -10,8 +12,6 @@ Part # Description Total
|
||||
515928 FRONT SKIRT, HELIX ROOF 261
|
||||
517871 TRAY, LEADING, HELIX ROOF, RIVETED VERSION 139
|
||||
518477 WASHER, FLAT, 3/8, 1.00 OD, 18-8 SS 275
|
||||
521794 DEFLECTOR, LH, HELIX ROOF V1.1 196
|
||||
521795 DEFLECTOR, RH, HELIX ROOF V1.1 196
|
||||
Contractor Supplied Ballast Blocks 6777
|
||||
TBD Anchors 263
|
||||
Contractor Supplied Ballast Blocks 6786
|
||||
TBD Anchors 262
|
||||
TBD Modules 1726
|
||||
|
||||
|
18
test/fixtures/expected_dual_tilt_ebom.csv
vendored
18
test/fixtures/expected_dual_tilt_ebom.csv
vendored
@@ -10,11 +10,14 @@
|
||||
512661 BACK LEGS, INVERTER RACK, HELIX ROOF 18
|
||||
512662 LINK TO ARRAY, INVERTER RACK, HELIX ROOF 36
|
||||
512663 RAIL, INVERTER RACK, HELIX ROOF 18
|
||||
512676 INVERTER, SMA, STP, 20000TL-US-10 (SPR-20000m-3 XXX), AFCI, CONNECTORIZED 3
|
||||
513007 BOLT, HH, 3/8-16 X 3/4, 316 SS 50
|
||||
513299 COMBINER BOX, AC, 4 INPUT, NO AUX, W/ CONNECTOR 3
|
||||
513303 COMBINER BOX, AC, 2 INPUT, NO AUX, W/ CONNECTOR 1
|
||||
513833 TRAY, LINK, HELIX ROOF 670
|
||||
513843 PLATE, ANCHOR, HELIX ROOF 263
|
||||
513841 DEFLECTOR, LH, HELIX ROOF 196
|
||||
513842 DEFLECTOR, RH, HELIX ROOF 196
|
||||
513843 PLATE, ANCHOR, HELIX ROOF 262
|
||||
513844 TRAY, OPTIONAL BALLAST, HELIX ROOF 214
|
||||
514056 BASE, CHASSIS, DUAL TILT, HELIX ROOF 1000
|
||||
514057 PLATFORM, CHASSIS, DUAL TILT, HELIX ROOF 1000
|
||||
@@ -27,6 +30,9 @@
|
||||
514440 HARNESS, DC COMBINATION, W/ FUSE, 4 STRING, MALES TO FEMALE, HELIX 15
|
||||
514477 HARNESS, AC, INNER, 72", HELIX ROOFTOP 8
|
||||
514478 HARNESS, AC, OUTER, 108", HELIX ROOFTOP 6
|
||||
514685 INVERTER, SMA, STP, 24000TL-US-10 (SPR-24000m-3 XXX), AFCI, CONNECTORIZED 9
|
||||
514686 INVERTER, SMA, STP, 12000TL-US-10 (SPR-12000m-3 XXX), AFCI, CONNECTORIZED 1
|
||||
514687 INVERTER, SMA, STP, 15000TL-US-10 (SPR-15000m-3 XXX), AFCI, CONNECTORIZED 1
|
||||
514697 COMM CABLE, INVERTER DAISY CHAIN, 118", HELIX ROOF 10
|
||||
514865 BOLT, HH, 3/8-16 X 1/2, 18-8 SS 300
|
||||
515059 ASSY, WHIP TRAY W/FUSE CLIPS, INVERTER, HELIX 14
|
||||
@@ -36,12 +42,6 @@
|
||||
518058 CONNECTOR, ETHERNET, PLUG, RJ-45, WEATHERPROOF, SHIELDED 8
|
||||
518331 MOUNTING BACK PLATE, INVERTER/PANEL BOARD, HELIX ROOF/TRACKER 18
|
||||
518477 WASHER, FLAT, 3/8, 1.00 OD, 18-8 SS 275
|
||||
521794 DEFLECTOR, LH, HELIX ROOF V1.1 196
|
||||
521795 DEFLECTOR, RH, HELIX ROOF V1.1 196
|
||||
523921 INVERTER, SMA, STP, 20000TL-US-10 (SPR-20000m-3-H), AFCI, CONNECTORIZED, UTX XL REV D DC CONNECTORS 1
|
||||
523922 INVERTER, SMA, STP, 24000TL-US-10 (SPR-24000m-3-H), AFCI, CONNECTORIZED, UTX XL REV D DC CONNECTORS 1
|
||||
523923 INVERTER, SMA, STP, 12000TL-US-10 (SPR-12000m-3-H), AFCI, CONNECTORIZED, UTX XL REV D DC CONNECTORS 3
|
||||
523924 INVERTER, SMA, STP, 15000TL-US-10 (SPR-15000m-3-H), AFCI, CONNECTORIZED, UTX XL REV D DC CONNECTORS 9
|
||||
Contractor Supplied Ballast Blocks 6777
|
||||
TBD Anchors 263
|
||||
Contractor Supplied Ballast Blocks 6786
|
||||
TBD Anchors 262
|
||||
TBD Modules 1726
|
||||
|
||||
|
Can't render this file because it contains an unexpected character in line 31 and column 30.
|
38
test/fixtures/expected_single_tilt.csv
vendored
38
test/fixtures/expected_single_tilt.csv
vendored
@@ -1,20 +1,20 @@
|
||||
HANDLE BLOCKNAME WIND POS SUBARRAY PSF BAL LTRAY XTRAY ANC ID XCOORD YCOORD ANGLE
|
||||
'40EC39 *U5399 H 1 8 14.24 16 - 1 - 1 0 0 0
|
||||
'40EC22 *U5402 H 3 8 12.72 14 2 1 - 2 0 0 0
|
||||
'40EC0B *U5402 H 1 8 14.24 16 - 1 - 3 0 0 0
|
||||
'40EBF4 *U5402 H 1 8 14.24 16 - 1 - 4 0 0 0
|
||||
'40EBDD *U5402 H 3 8 12.72 14 2 1 - 5 0 0 0
|
||||
'40EBC6 *U5402 H 3 8 12.72 14 2 1 - 6 0 0 0
|
||||
'40EBAF *U5402 H 3 8 12.72 14 2 1 - 7 0 0 0
|
||||
'40EB98 *U5399 H 1 8 14.24 16 - 1 - 8 0 0 0
|
||||
'40EB81 *U5401 H 2 8 12.6 14 - 1 - 9 0 0 0
|
||||
'40E8B8 *U5401 H 2 8 12.6 14 - 1 - 10 0 0 0
|
||||
'40E8A1 *U5401 I 2 8 1.84 0 - - 2 11 0 0 0
|
||||
'40E88A *U5400 H 4 8 10.4 11 1 1 - 12 0 0 0
|
||||
'40E873 *U5400 H 4 8 10.4 11 1 1 - 13 0 0 0
|
||||
'40E85C *U5400 H 4 8 10.4 11 1 1 - 14 0 0 0
|
||||
'40E845 *U5400 H 4 8 10.4 11 1 1 - 15 0 0 0
|
||||
'40E82E *U5400 H 4 8 10.4 11 1 1 - 16 0 0 0
|
||||
'40E817 *U5400 H 4 8 10.4 11 1 1 - 17 0 0 0
|
||||
'40E800 *U5401 H 2 8 12.6 14 - 1 - 18 0 0 0
|
||||
'40E7E9 *U5401 I 2 8 1.84 0 - - 2 19 0 0 0
|
||||
'40EC39 *U5399 H 1 8 14.37 16 - 1 - 1 0 0 0
|
||||
'40EC22 *U5402 H 3 8 12.89 14 2 1 - 2 0 0 0
|
||||
'40EC0B *U5402 H 1 8 14.37 16 - 1 - 3 0 0 0
|
||||
'40EBF4 *U5402 H 1 8 14.37 16 - 1 - 4 0 0 0
|
||||
'40EBDD *U5402 H 3 8 12.89 14 2 1 - 5 0 0 0
|
||||
'40EBC6 *U5402 H 3 8 12.89 14 2 1 - 6 0 0 0
|
||||
'40EBAF *U5402 H 3 8 12.89 14 2 1 - 7 0 0 0
|
||||
'40EB98 *U5399 H 1 8 14.37 16 - 1 - 8 0 0 0
|
||||
'40EB81 *U5401 H 2 8 12.65 14 - 1 - 9 0 0 0
|
||||
'40E8B8 *U5401 H 2 8 12.65 14 - 1 - 10 0 0 0
|
||||
'40E8A1 *U5401 I 2 8 1.89 0 - - 2 11 0 0 0
|
||||
'40E88A *U5400 H 4 8 10.42 11 1 1 - 12 0 0 0
|
||||
'40E873 *U5400 H 4 8 10.42 11 1 1 - 13 0 0 0
|
||||
'40E85C *U5400 H 4 8 10.42 11 1 1 - 14 0 0 0
|
||||
'40E845 *U5400 H 4 8 10.42 11 1 1 - 15 0 0 0
|
||||
'40E82E *U5400 H 4 8 10.42 11 1 1 - 16 0 0 0
|
||||
'40E817 *U5400 H 4 8 10.42 11 1 1 - 17 0 0 0
|
||||
'40E800 *U5401 H 2 8 12.65 14 - 1 - 18 0 0 0
|
||||
'40E7E9 *U5401 I 2 8 1.89 0 - - 2 19 0 0 0
|
||||
|
||||
|
20
test/fixtures/expected_single_tilt_bom.csv
vendored
20
test/fixtures/expected_single_tilt_bom.csv
vendored
@@ -27,7 +27,9 @@ Part # Description Total
|
||||
513832 TRAY, FOLLOWING, HELIX ROOF 210
|
||||
513833 TRAY, LINK, HELIX ROOF 1271
|
||||
513836 SPOILER, SINGLE TILT, HELIX ROOF 1632
|
||||
513843 PLATE, ANCHOR, HELIX ROOF 416
|
||||
513841 DEFLECTOR, LH, HELIX ROOF 171
|
||||
513842 DEFLECTOR, RH, HELIX ROOF 171
|
||||
513843 PLATE, ANCHOR, HELIX ROOF 414
|
||||
513844 TRAY, OPTIONAL BALLAST, HELIX ROOF 274
|
||||
514265 FOOT, RECYCLED RUBBER, HELIX ROOF 230
|
||||
514435 HARNESS, DC COMBINATION, W/ FUSE, 3 STRING, FEMALES TO MALE, HELIX 4
|
||||
@@ -38,25 +40,23 @@ Part # Description Total
|
||||
514440 HARNESS, DC COMBINATION, W/ FUSE, 4 STRING, MALES TO FEMALE, HELIX 11
|
||||
514477 HARNESS, AC, INNER, 72", HELIX ROOFTOP 12
|
||||
514478 HARNESS, AC, OUTER, 108", HELIX ROOFTOP 2
|
||||
514685 INVERTER, SMA, STP, 24000TL-US-10 (SPR-24000m-3 XXX), AFCI, CONNECTORIZED 6
|
||||
514686 INVERTER, SMA, STP, 12000TL-US-10 (SPR-12000m-3 XXX), AFCI, CONNECTORIZED 6
|
||||
514687 INVERTER, SMA, STP, 15000TL-US-10 (SPR-15000m-3 XXX), AFCI, CONNECTORIZED 3
|
||||
514697 COMM CABLE, INVERTER DAISY CHAIN, 118", HELIX ROOF 8
|
||||
514698 DC SWITCH BOX, HELIX 5
|
||||
514865 BOLT, HH, 3/8-16 X 1/2, 18-8 SS 350
|
||||
515059 ASSY, WHIP TRAY W/FUSE CLIPS, INVERTER, HELIX 16
|
||||
515928 FRONT SKIRT, HELIX ROOF 197
|
||||
515929 REAR SKIRT, HELIX ROOF 1469
|
||||
516043 AC SWITCH, CONNECTORIZED, HELIX ROOF 2
|
||||
516045 AC SPLICE BOX, CONNECTORIZED, HELIX ROOF 1
|
||||
517871 TRAY, LEADING, HELIX ROOF, RIVETED VERSION 210
|
||||
518058 CONNECTOR, ETHERNET, PLUG, RJ-45, WEATHERPROOF, SHIELDED 15
|
||||
518058 CONNECTOR, ETHERNET, PLUG, RJ-45, WEATHERPROOF, SHIELDED 11
|
||||
518331 MOUNTING BACK PLATE, INVERTER/PANEL BOARD, HELIX ROOF/TRACKER 22
|
||||
518477 WASHER, FLAT, 3/8, 1.00 OD, 18-8 SS 425
|
||||
520301 REAR SKIRT, HELIX ROOF V1.1 1469
|
||||
521031 WASHER, FLAT, M10 X 20MM OD, SS 10
|
||||
521794 DEFLECTOR, LH, HELIX ROOF V1.1 171
|
||||
521795 DEFLECTOR, RH, HELIX ROOF V1.1 171
|
||||
523921 INVERTER, SMA, STP, 20000TL-US-10 (SPR-20000m-3-H), AFCI, CONNECTORIZED, UTX XL REV D DC CONNECTORS 6
|
||||
523922 INVERTER, SMA, STP, 24000TL-US-10 (SPR-24000m-3-H), AFCI, CONNECTORIZED, UTX XL REV D DC CONNECTORS 3
|
||||
523924 INVERTER, SMA, STP, 15000TL-US-10 (SPR-15000m-3-H), AFCI, CONNECTORIZED, UTX XL REV D DC CONNECTORS 6
|
||||
805615 SCREW, HEXAGONAL HEAD, M10X20, SS A2 10
|
||||
Contractor Supplied Ballast Blocks 10448
|
||||
TBD Anchors 416
|
||||
Contractor Supplied Ballast Blocks 10150
|
||||
TBD Anchors 414
|
||||
TBD Modules 1632
|
||||
|
||||
|
Can't render this file because it contains an unexpected character in line 10 and column 30.
|
3
test/fixtures/expected_small_dual_tilt.txt
vendored
3
test/fixtures/expected_small_dual_tilt.txt
vendored
@@ -1,3 +0,0 @@
|
||||
HANDLE BLOCKNAME WIND POS SUBARRAY PSF BAL LTRAY XTRAY ANC ID XCOORD YCOORD ANGLE
|
||||
'40EC39 *U5399 A 1 1 2.39 0 2 - 1 1 0 0 0
|
||||
'40EC22 *U5402 A 1 1 2.39 0 2 - 1 2 0 0 0
|
||||
@@ -1,4 +0,0 @@
|
||||
HANDLE BLOCKNAME WIND POS SUBARRAY PSF BAL LTRAY XTRAY ANC ID XCOORD YCOORD ANGLE
|
||||
'40EC39 *U5399 A 1 1 2.4 0 2 - 1 1 0 0 0
|
||||
'40EC22 *U5402 A 1 1 2.4 0 2 - 1 2 0 0 0
|
||||
|
||||
|
289
test/fixtures/invalid_too_close.txt
vendored
289
test/fixtures/invalid_too_close.txt
vendored
@@ -1,289 +0,0 @@
|
||||
HANDLE BLOCKNAME WIND POS SUBARRAY PSF BAL LTRAY XTRAY ANC ID XCOORD YCOORD ANGLE
|
||||
'1A9103 *U5693 A 1 15 2.4 0 2 - 1 1 128094.142 122996.9 0.0
|
||||
'1A90DD *U5695 A 3 15 10.77 23 1 2 - 2 128094.142 123059.06 0.0
|
||||
'1A90B7 *U5695 A 3 15 2.26 0 1 - S 3 128094.142 123121.22 0.0
|
||||
'1A9091 *U5695 A 3 15 2.26 0 1 - S 4 128094.142 123183.38 0.0
|
||||
'1A906B *U5695 A 3 15 10.77 23 1 2 - 5 128094.142 123245.54 0.0
|
||||
'1A9045 *U5693 A 1 15 2.4 0 2 - 1 6 128094.142 123307.7 0.0
|
||||
'1A900B *U5693 A 1 17 2.4 0 2 - 1 7 125981.9 123804.98 0.0
|
||||
'1A8FE2 *U5695 B 3 12 2.26 0 1 - S 8 126246.62 123804.98 0.0
|
||||
'1A8FBC *U5693 B 1 12 9.43 19 2 1 - 9 126158.38 123556.34 0.0
|
||||
'1A8F96 *U5693 B 1 12 2.4 0 2 - S 10 126158.38 123494.18 0.0
|
||||
'1A8F70 *U5693 A 1 13 2.4 0 2 - 1 11 126438.62 124426.58 0.0
|
||||
'1A8F4A *U5693 B 1 13 2.4 0 2 - S 12 126791.58 124177.94 0.0
|
||||
'1A8ECF *U5693 B 1 14 9.43 19 2 1 - 13 127232.78 123059.06 0.0
|
||||
'1A8EA9 *U5695 B 3 14 7.81 15 1 1 - 14 127232.78 123121.22 0.0
|
||||
'1A8E83 *U5694 A 2 15 2.4 0 2 - S 15 128005.902 122996.9 0.0
|
||||
'1A8E37 *U5682 A 4 15 7.81 15 2 1 - 16 128005.902 123059.06 0.0
|
||||
'1A8E11 *U5693 B 1 14 9.43 19 2 1 - 17 127585.74 123680.66 0.0
|
||||
'1A8DEB *U5694 B 2 14 7.93 15 2 - - 18 127497.5 123307.7 0.0
|
||||
'1A8DC5 *U5693 B 1 13 9.43 19 2 1 - 19 126615.1 124240.1 0.0
|
||||
'1A8D9F *U5693 B 1 13 2.4 0 2 - S 20 126615.1 124302.26 0.0
|
||||
'1A8D79 *U5693 B 1 13 2.4 0 2 - S 21 126879.82 124115.78 0.0
|
||||
'1A8D53 *U5695 A 3 12 2.26 0 1 - S 22 125981.9 124115.78 0.0
|
||||
'1A8D2D *U5695 A 3 13 10.77 23 1 2 - 23 126438.62 124115.78 0.0
|
||||
'1A8D07 *U5695 A 3 13 2.26 0 1 - S 24 126438.62 124364.42 0.0
|
||||
'1A8CE1 *U5682 B 4 12 2.26 0 - - S 25 126246.62 123494.18 0.0
|
||||
'1A8CBB *U5695 B 3 13 7.81 15 1 1 - 26 126438.62 123742.82 0.0
|
||||
'1A8C95 *U5695 A 3 13 10.77 23 1 2 - 27 126438.62 123369.86 0.0
|
||||
'1A8C6F *U5693 A 1 12 2.4 0 2 - 1 28 126246.62 122996.9 0.0
|
||||
'1A8C49 *U5693 A 1 12 2.4 0 2 - 1 29 126334.86 122996.9 0.0
|
||||
'1A8C23 *U5693 A 1 13 2.4 0 2 - 1 30 126438.62 122996.9 0.0
|
||||
'1A8BFD *U5693 B 1 13 2.4 0 2 - S 31 126526.86 122996.9 0.0
|
||||
'1A8BD7 *U5695 A 3 13 2.26 0 1 - S 32 126438.62 123059.06 0.0
|
||||
'1A8BB1 *U5695 B 3 13 2.26 0 1 - S 33 126526.86 123059.06 0.0
|
||||
'1A8B8B *U5695 B 3 13 7.81 15 1 1 - 34 126526.86 123121.22 0.0
|
||||
'1A8B65 *U5695 A 3 13 10.77 23 1 2 - 35 126438.62 123121.22 0.0
|
||||
'1A8B3F *U5682 B 4 13 5.58 9 2 - - 36 126879.82 123121.22 0.0
|
||||
'1A8B19 *U5682 B 4 13 5.58 9 2 - - 37 126879.82 123369.86 0.0
|
||||
'1A7874 *U5693 A 1 11 2.4 0 2 - 1 38 125962.34 122948.6 0.0
|
||||
'1A784E *U5695 A 3 11 10.77 23 1 2 - 39 125962.34 123010.76 0.0
|
||||
'1A7828 *U5695 A 3 11 2.26 0 1 - S 40 125962.34 123072.92 0.0
|
||||
'1A7802 *U5694 A 2 11 2.4 0 2 - S 41 125874.1 122948.6 0.0
|
||||
'1A77DC *U5695 A 3 11 10.77 23 1 2 - 42 125785.86 123010.76 0.0
|
||||
'1A77B6 *U5695 A 3 11 10.77 23 1 2 - 43 125785.86 123072.92 0.0
|
||||
'1A7790 *U5694 A 2 11 2.4 0 2 - S 44 125785.86 122948.6 0.0
|
||||
'1A776A *U5693 A 1 11 2.4 0 2 - 1 45 125697.62 123321.56 0.0
|
||||
'1A7744 *U5693 A 1 11 2.4 0 2 - 1 46 125962.34 123321.56 0.0
|
||||
'1A771E *U5693 A 1 11 2.4 0 2 - 1 47 125697.62 122948.6 0.0
|
||||
'1A76F8 *U5695 A 3 11 10.77 23 1 2 - 48 125697.62 123010.76 0.0
|
||||
'1A76D2 *U5695 A 3 11 10.77 23 1 2 - 49 125697.62 123072.92 0.0
|
||||
'1A7094 *U5682 B 4 13 5.58 9 2 - - 50 126879.82 123059.06 0.0
|
||||
'1A706E *U5695 B 3 13 7.81 15 1 1 - 51 126791.58 123059.06 0.0
|
||||
'1A7048 *U5695 B 3 13 7.81 15 1 1 - 52 126791.58 123121.22 0.0
|
||||
'1A6FFC *U5695 B 3 13 7.81 15 1 1 - 53 126968.06 123059.06 0.0
|
||||
'1A6FD6 *U5695 B 3 13 2.26 0 1 - S 54 126968.06 123121.22 0.0
|
||||
'1A6F64 *U5693 B 1 13 2.4 0 2 - S 55 126791.58 122996.9 0.0
|
||||
'1A6F3B *U5693 B 1 13 2.4 0 2 - S 56 126968.06 122996.9 0.0
|
||||
'1A6F15 *U5695 A 3 12 10.77 23 1 2 - 57 126334.86 123059.06 0.0
|
||||
'1A6EEF *U5695 A 3 12 10.77 23 1 2 - 58 126334.86 123121.22 0.0
|
||||
'1A6EC9 *U5694 B 2 13 7.93 15 2 - - 59 126879.82 122996.9 0.0
|
||||
'1A6EA3 *U5695 A 3 12 2.26 0 1 - S 60 126246.62 123059.06 0.0
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||||
'19639E *U5694 B 2 12 2.4 0 2 - S 265 126070.14 123867.14 0.0
|
||||
'196378 *U5694 B 2 12 2.4 0 2 - S 266 126070.14 123929.3 0.0
|
||||
'196352 *U5695 B 3 12 7.81 15 1 1 - 267 125981.9 123867.14 0.0
|
||||
'19632C *U5695 B 3 12 2.26 0 1 - S 268 125981.9 123929.3 0.0
|
||||
'1966E2 *U5695 B 3 12 7.81 15 1 1 - 269 126334.86 123867.14 0.0
|
||||
'1966BC *U5695 B 3 12 2.26 0 1 - S 270 126334.86 123929.3 0.0
|
||||
'196696 *U5695 B 3 12 7.81 15 1 1 - 271 126334.86 123991.46 0.0
|
||||
'196670 *U5695 A 3 12 10.77 23 1 2 - 272 126334.86 124053.62 0.0
|
||||
'19664A *U5695 A 3 12 2.26 0 1 - S 273 126334.86 124115.78 0.0
|
||||
'196624 *U5695 A 3 12 10.77 23 1 2 - 274 126334.86 124177.94 0.0
|
||||
'1965FE *U5693 A 1 12 2.4 0 2 - 1 275 126334.86 124240.1 0.0
|
||||
'1965D8 *U5695 A 3 18 10.77 23 1 2 - 276 127144.54 123432.02 0.0
|
||||
'1965B2 *U5682 A 4 18 7.81 15 2 1 - 277 126703.34 123991.46 0.0
|
||||
'19658C *U5693 A 1 16 2.4 0 2 - 1 278 128182.382 123245.54 0.0
|
||||
'196566 *U5682 B 4 12 5.58 9 2 - - 279 126246.62 123867.14 0.0
|
||||
'196540 *U5682 B 4 12 2.26 0 - - S 280 126246.62 123929.3 0.0
|
||||
'19651A *U5695 B 3 12 7.81 15 1 1 - 281 126246.62 123991.46 0.0
|
||||
'1964F4 *U5695 A 3 12 2.26 0 1 - S 282 126246.62 124053.62 0.0
|
||||
'1964CE *U5695 A 3 12 10.77 23 1 2 - 283 126246.62 124115.78 0.0
|
||||
'1964A8 *U5695 A 3 12 10.77 23 1 2 - 284 126246.62 124177.94 0.0
|
||||
'196482 *U5693 A 1 12 2.4 0 2 - 1 285 126246.62 124240.1 0.0
|
||||
'19645C *U5693 A 1 18 2.4 0 2 - 1 286 126703.34 123432.02 0.0
|
||||
'196436 *U5693 B 1 12 9.43 19 2 1 - 287 126615.1 123991.46 0.0
|
||||
'196410 *U5693 A 1 17 2.4 0 2 - 1 288 127232.78 122996.9 0.0
|
||||
1073
test/fixtures/irvine_fortune_result.txt
vendored
1073
test/fixtures/irvine_fortune_result.txt
vendored
File diff suppressed because it is too large
Load Diff
169
test/fixtures/wind data_hdt.txt
vendored
169
test/fixtures/wind data_hdt.txt
vendored
@@ -1,169 +0,0 @@
|
||||
HANDLE BLOCKNAME WIND POS SUBARRAY PSF BAL LTRAY XTRAY ANC ID XCOORD YCOORD ANGLE
|
||||
'1A66A5 *U5350 B 1 3 2.76 1 2 - 1 1 13906.282 -20190.065 4.124
|
||||
'1A667F *U5350 B 1 3 2.76 1 2 - 1 2 13818.27 -20196.412 4.124
|
||||
'1A6633 *U5350 B 1 2 2.76 1 2 - 1 3 13647.543 -20208.723 4.124
|
||||
'1A6529 *U5425 B 3 3 2.26 0 1 - 1 4 13910.752 -20252.064 4.124
|
||||
'1A6503 *U5425 B 3 3 2.26 0 1 - 1 5 13822.741 -20258.411 4.124
|
||||
'1A64B7 *U5425 B 3 2 2.26 0 1 - 1 6 13652.014 -20270.722 4.124
|
||||
'1A63AD *U5425 B 3 3 2.26 0 1 - 1 7 13915.223 -20314.063 4.124
|
||||
'1A6387 *U5425 B 3 3 2.26 0 1 - 1 8 13827.212 -20320.41 4.124
|
||||
'1A633B *U5425 B 3 2 2.26 0 1 - 1 9 13656.484 -20332.721 4.124
|
||||
'1A6231 *U5425 C 3 3 6.36 11 1 1 - 10 13919.694 -20376.062 4.124
|
||||
'1A620B *U5425 C 3 3 6.36 11 1 1 - 11 13831.682 -20382.409 4.124
|
||||
'1A61BF *U5425 C 3 2 6.36 11 1 1 - 12 13660.955 -20394.72 4.124
|
||||
'1A60B5 *U5425 C 3 3 6.36 11 1 1 - 13 13924.164 -20438.061 4.124
|
||||
'1A608F *U5425 C 3 3 6.36 11 1 1 - 14 13836.153 -20444.408 4.124
|
||||
'1A6043 *U5425 C 3 2 6.36 11 1 1 - 15 13665.426 -20456.719 4.124
|
||||
'1A5F39 *U5425 C 3 3 6.36 11 1 1 - 16 13928.635 -20500.06 4.124
|
||||
'1A5F13 *U5425 C 3 3 6.36 11 1 1 - 17 13840.624 -20506.407 4.124
|
||||
'1A5EC7 *U5425 C 3 2 6.36 11 1 1 - 18 13669.896 -20518.718 4.124
|
||||
'1A5DBD *U5425 C 3 3 6.36 11 1 1 - 19 13933.106 -20562.059 4.124
|
||||
'1A5D97 *U5425 C 3 3 6.36 11 1 1 - 20 13845.094 -20568.406 4.124
|
||||
'1A5D4B *U5425 C 3 2 6.36 11 1 1 - 21 13674.367 -20580.717 4.124
|
||||
'1A5C41 *U5425 C 3 3 6.36 11 1 1 - 22 13937.577 -20624.058 4.124
|
||||
'1A5C1B *U5425 C 3 3 6.36 11 1 1 - 23 13849.565 -20630.405 4.124
|
||||
'1A5BCF *U5425 C 3 2 6.36 11 1 1 - 24 13678.838 -20642.716 4.124
|
||||
'1A5AC5 *U5425 C 3 3 6.36 11 1 1 - 25 13942.047 -20686.057 4.124
|
||||
'1A5A9F *U5425 C 3 3 6.36 11 1 1 - 26 13854.036 -20692.404 4.124
|
||||
'1A5A53 *U5425 C 3 2 6.36 11 1 1 - 27 13683.309 -20704.715 4.124
|
||||
'1A5949 *U5425 C 3 3 6.36 11 1 1 - 28 13946.518 -20748.056 4.124
|
||||
'1A5923 *U5425 C 3 3 6.36 11 1 1 - 29 13858.506 -20754.403 4.124
|
||||
'1A58D7 *U5425 C 3 2 6.36 11 1 1 - 30 13687.779 -20766.714 4.124
|
||||
'1A57CD *U5425 C 3 3 6.36 11 1 1 - 31 13950.989 -20810.056 4.124
|
||||
'1A57A7 *U5425 C 3 3 6.36 11 1 1 - 32 13862.977 -20816.402 4.124
|
||||
'1A575B *U5425 C 3 2 6.36 11 1 1 - 33 13692.25 -20828.713 4.124
|
||||
'1A5651 *U5425 C 3 3 6.36 11 1 1 - 34 13955.459 -20872.055 4.124
|
||||
'1A562B *U5425 C 3 3 6.36 11 1 1 - 35 13867.448 -20878.401 4.124
|
||||
'1A55DF *U5425 C 3 2 6.36 11 1 1 - 36 13696.721 -20890.712 4.124
|
||||
'1A54D5 *U5425 C 3 3 6.36 11 1 1 - 37 13959.93 -20934.054 4.124
|
||||
'1A54AF *U5425 C 3 3 6.36 11 1 1 - 38 13871.918 -20940.4 4.124
|
||||
'1A5463 *U5425 C 3 2 6.36 11 1 1 - 39 13701.191 -20952.711 4.124
|
||||
'1A5359 *U5350 C 1 3 8.35 16 2 1 - 40 13964.401 -20996.053 4.124
|
||||
'1A5333 *U5350 C 1 3 8.35 16 2 1 - 41 13876.389 -21002.399 4.124
|
||||
'1A52E7 *U5350 C 1 2 8.35 16 2 1 - 42 13705.662 -21014.71 4.124
|
||||
'1A52C1 *U5424 B 2 2 2.4 0 2 - 1 43 13559.532 -20215.069 4.124
|
||||
'1A529B *U5424 B 2 2 2.4 0 2 - 1 44 13471.52 -20221.416 4.124
|
||||
'1A5275 *U5424 B 2 2 2.4 0 2 - 1 45 13383.509 -20227.762 4.124
|
||||
'1A524F *U5424 B 2 2 2.4 0 2 - 1 46 13295.497 -20234.108 4.124
|
||||
'1A5229 *U5350 B 1 2 2.76 1 2 - 1 47 13207.486 -20240.455 4.124
|
||||
'1A51DD *U5350 B 1 1 2.76 1 2 - 1 48 13031.463 -20253.148 4.124
|
||||
'1A51B7 *U5424 B 2 1 2.4 0 2 - 1 49 12943.451 -20259.494 4.124
|
||||
'1A5191 *U5424 B 2 1 2.4 0 2 - 1 50 12855.44 -20265.84 4.124
|
||||
'1A516B *U5350 B 1 1 2.76 1 2 - 1 51 12767.428 -20272.187 4.124
|
||||
'1A5145 *U5349 B 4 2 5.58 9 2 - - 52 13564.002 -20277.068 4.124
|
||||
'1A511F *U5349 B 4 2 5.58 9 2 - - 53 13475.991 -20283.415 4.124
|
||||
'1A50F9 *U5349 B 4 2 5.58 9 2 - - 54 13387.979 -20289.761 4.124
|
||||
'1A50D3 *U5349 B 4 2 5.58 9 2 - - 55 13299.968 -20296.107 4.124
|
||||
'1A50AD *U5425 B 3 2 2.26 0 1 - 1 56 13211.956 -20302.454 4.124
|
||||
'1A5061 *U5425 B 3 1 2.26 0 1 - 1 57 13035.933 -20315.147 4.124
|
||||
'1A503B *U5349 B 4 1 5.58 9 2 - - 58 12947.922 -20321.493 4.124
|
||||
'1A5015 *U5349 B 4 1 5.58 9 2 - - 59 12859.91 -20327.839 4.124
|
||||
'1A4FEF *U5425 B 3 1 2.26 0 1 - 1 60 12771.899 -20334.186 4.124
|
||||
'1A4FC9 *U5349 B 4 2 5.58 9 2 - - 61 13568.473 -20339.067 4.124
|
||||
'1A4FA3 *U5349 B 4 2 5.58 9 2 - - 62 13480.461 -20345.414 4.124
|
||||
'1A4F7D *U5349 C 4 2 3.71 4 - - - 63 13392.45 -20351.76 4.124
|
||||
'1A4F57 *U5349 C 4 2 3.71 4 - - - 64 13304.439 -20358.106 4.124
|
||||
'1A4F31 *U5425 C 3 2 6.36 11 1 1 - 65 13216.427 -20364.453 4.124
|
||||
'1A4EE5 *U5425 B 3 1 2.26 0 1 - 1 66 13040.404 -20377.146 4.124
|
||||
'1A4EBF *U5349 B 4 1 5.58 9 2 - - 67 12952.393 -20383.492 4.124
|
||||
'1A4E99 *U5349 B 4 1 5.58 9 2 - - 68 12864.381 -20389.838 4.124
|
||||
'1A4E73 *U5425 B 3 1 2.26 0 1 - 1 69 12776.37 -20396.185 4.124
|
||||
'1A4E4D *U5349 C 4 2 3.71 4 - - - 70 13572.944 -20401.066 4.124
|
||||
'1A4E27 *U5349 C 4 2 3.71 4 - - - 71 13484.932 -20407.413 4.124
|
||||
'1A4E01 *U5349 C 4 2 3.71 4 - - - 72 13396.921 -20413.759 4.124
|
||||
'1A4DDB *U5349 C 4 2 3.71 4 - - - 73 13308.909 -20420.105 4.124
|
||||
'1A4DB5 *U5425 C 3 2 6.36 11 1 1 - 74 13220.898 -20426.452 4.124
|
||||
'1A4D69 *U5425 B 3 1 2.26 0 1 - 1 75 13044.875 -20439.145 4.124
|
||||
'1A4D43 *U5349 B 4 1 5.58 9 2 - - 76 12956.863 -20445.491 4.124
|
||||
'1A4D1D *U5349 B 4 1 5.58 9 2 - - 77 12868.852 -20451.837 4.124
|
||||
'1A4CF7 *U5425 B 3 1 2.26 0 1 - 1 78 12780.84 -20458.184 4.124
|
||||
'1A4CD1 *U5349 C 4 2 3.71 4 - - - 79 13577.414 -20463.065 4.124
|
||||
'1A4CAB *U5349 C 4 2 3.71 4 - - - 80 13489.403 -20469.412 4.124
|
||||
'1A4C85 *U5349 C 4 2 3.71 4 - - - 81 13401.391 -20475.758 4.124
|
||||
'1A4C5F *U5349 C 4 2 3.71 4 - - - 82 13313.38 -20482.104 4.124
|
||||
'1A4C39 *U5425 C 3 2 6.36 11 1 1 - 83 13225.368 -20488.451 4.124
|
||||
'1A4BED *U5425 B 3 1 2.26 0 1 - 1 84 13049.345 -20501.144 4.124
|
||||
'1A4BC7 *U5349 B 4 1 5.58 9 2 - - 85 12961.334 -20507.49 4.124
|
||||
'1A4BA1 *U5349 B 4 1 5.58 9 2 - - 86 12873.322 -20513.836 4.124
|
||||
'1A4B7B *U5425 B 3 1 2.26 0 1 - 1 87 12785.311 -20520.183 4.124
|
||||
'1A4B55 *U5349 C 4 2 3.71 4 - - - 88 13581.885 -20525.064 4.124
|
||||
'1A4B2F *U5349 C 4 2 3.71 4 - - - 89 13493.874 -20531.411 4.124
|
||||
'1A4B09 *U5349 C 4 2 3.71 4 - - - 90 13405.862 -20537.757 4.124
|
||||
'1A4AE3 *U5349 C 4 2 3.71 4 - - - 91 13317.851 -20544.103 4.124
|
||||
'1A4ABD *U5425 C 3 2 6.36 11 1 1 - 92 13229.839 -20550.45 4.124
|
||||
'1A4A71 *U5425 B 3 1 2.26 0 1 - 1 93 13053.816 -20563.143 4.124
|
||||
'1A4A4B *U5349 B 4 1 5.58 9 2 - - 94 12965.805 -20569.489 4.124
|
||||
'1A4A25 *U5349 B 4 1 5.58 9 2 - - 95 12877.793 -20575.836 4.124
|
||||
'1A49FF *U5425 B 3 1 2.26 0 1 - 1 96 12789.782 -20582.182 4.124
|
||||
'1A49D9 *U5349 B 4 2 5.58 9 2 - - 97 13586.356 -20587.063 4.124
|
||||
'1A49B3 *U5349 B 4 2 5.58 9 2 - - 98 13498.344 -20593.41 4.124
|
||||
'1A498D *U5349 B 4 2 5.58 9 2 - - 99 13410.333 -20599.756 4.124
|
||||
'1A4967 *U5349 B 4 2 5.58 9 2 - - 100 13322.321 -20606.102 4.124
|
||||
'1A4941 *U5425 B 3 2 2.26 0 1 - 1 101 13234.31 -20612.449 4.124
|
||||
'1A48F5 *U5425 B 3 1 2.26 0 1 - 1 102 13058.287 -20625.142 4.124
|
||||
'1A48CF *U5349 B 4 1 5.58 9 2 - - 103 12970.275 -20631.488 4.124
|
||||
'1A48A9 *U5349 B 4 1 5.58 9 2 - - 104 12882.264 -20637.835 4.124
|
||||
'1A4883 *U5425 B 3 1 2.26 0 1 - 1 105 12794.252 -20644.181 4.124
|
||||
'1A485D *U5349 B 4 2 5.58 9 2 - - 106 13590.826 -20649.062 4.124
|
||||
'1A4837 *U5349 B 4 2 5.58 9 2 - - 107 13502.815 -20655.409 4.124
|
||||
'1A4811 *U5349 B 4 2 5.58 9 2 - - 108 13414.803 -20661.755 4.124
|
||||
'1A47EB *U5349 B 4 2 5.58 9 2 - - 109 13326.792 -20668.101 4.124
|
||||
'1A47C5 *U5425 B 3 2 2.26 0 1 - 1 110 13238.78 -20674.448 4.124
|
||||
'1A4779 *U5425 B 3 1 2.26 0 1 - 1 111 13062.757 -20687.141 4.124
|
||||
'1A4753 *U5349 B 4 1 5.58 9 2 - - 112 12974.746 -20693.487 4.124
|
||||
'1A472D *U5349 B 4 1 5.58 9 2 - - 113 12886.735 -20699.834 4.124
|
||||
'1A4707 *U5425 B 3 1 2.26 0 1 - 1 114 12798.723 -20706.18 4.124
|
||||
'1A46E1 *U5349 B 4 2 5.58 9 2 - - 115 13595.297 -20711.061 4.124
|
||||
'1A46BB *U5349 B 4 2 5.58 9 2 - - 116 13507.286 -20717.408 4.124
|
||||
'1A4695 *U5349 B 4 2 5.58 9 2 - - 117 13419.274 -20723.754 4.124
|
||||
'1A466F *U5349 B 4 2 5.58 9 2 - - 118 13331.263 -20730.101 4.124
|
||||
'1A4649 *U5425 B 3 2 2.26 0 1 - 1 119 13243.251 -20736.447 4.124
|
||||
'1A45FD *U5425 B 3 1 2.26 0 1 - 1 120 13067.228 -20749.14 4.124
|
||||
'1A45D7 *U5349 B 4 1 5.58 9 2 - - 121 12979.217 -20755.486 4.124
|
||||
'1A45B1 *U5349 B 4 1 5.58 9 2 - - 122 12891.205 -20761.833 4.124
|
||||
'1A458B *U5425 B 3 1 2.26 0 1 - 1 123 12803.194 -20768.179 4.124
|
||||
'1A4565 *U5349 B 4 2 5.58 9 2 - - 124 13599.768 -20773.06 4.124
|
||||
'1A453F *U5349 B 4 2 5.58 9 2 - - 125 13511.756 -20779.407 4.124
|
||||
'1A4519 *U5349 B 4 2 5.58 9 2 - - 126 13423.745 -20785.753 4.124
|
||||
'1A44F3 *U5349 B 4 2 5.58 9 2 - - 127 13335.733 -20792.1 4.124
|
||||
'1A44CD *U5425 B 3 2 2.26 0 1 - 1 128 13247.722 -20798.446 4.124
|
||||
'1A4481 *U5425 B 3 1 2.26 0 1 - 1 129 13071.699 -20811.139 4.124
|
||||
'1A445B *U5349 B 4 1 5.58 9 2 - - 130 12983.687 -20817.485 4.124
|
||||
'1A4435 *U5349 B 4 1 5.58 9 2 - - 131 12895.676 -20823.832 4.124
|
||||
'1A440F *U5425 B 3 1 2.26 0 1 - 1 132 12807.664 -20830.178 4.124
|
||||
'1A43E9 *U5349 B 4 2 5.58 9 2 - - 133 13604.238 -20835.059 4.124
|
||||
'1A43C3 *U5349 B 4 2 5.58 9 2 - - 134 13516.227 -20841.406 4.124
|
||||
'1A439D *U5349 B 4 2 5.58 9 2 - - 135 13428.215 -20847.752 4.124
|
||||
'1A4377 *U5349 B 4 2 5.58 9 2 - - 136 13340.204 -20854.099 4.124
|
||||
'1A4351 *U5425 B 3 2 2.26 0 1 - 1 137 13252.192 -20860.445 4.124
|
||||
'1A4305 *U5425 B 3 1 2.26 0 1 - 1 138 13076.17 -20873.138 4.124
|
||||
'1A42DF *U5349 B 4 1 5.58 9 2 - - 139 12988.158 -20879.484 4.124
|
||||
'1A42B9 *U5349 B 4 1 5.58 9 2 - - 140 12900.147 -20885.831 4.124
|
||||
'1A4293 *U5425 B 3 1 2.26 0 1 - 1 141 12812.135 -20892.177 4.124
|
||||
'1A426D *U5349 B 4 2 5.58 9 2 - - 142 13608.709 -20897.058 4.124
|
||||
'1A4247 *U5349 B 4 2 5.58 9 2 - - 143 13520.698 -20903.405 4.124
|
||||
'1A4221 *U5349 B 4 2 5.58 9 2 - - 144 13432.686 -20909.751 4.124
|
||||
'1A41FB *U5349 B 4 2 5.58 9 2 - - 145 13344.675 -20916.098 4.124
|
||||
'1A41D5 *U5425 B 3 2 2.26 0 1 - 1 146 13256.663 -20922.444 4.124
|
||||
'1A4189 *U5425 B 3 1 2.26 0 1 - 1 147 13080.64 -20935.137 4.124
|
||||
'1A4163 *U5349 B 4 1 5.58 9 2 - - 148 12992.629 -20941.483 4.124
|
||||
'1A413D *U5349 B 4 1 5.58 9 2 - - 149 12904.617 -20947.83 4.124
|
||||
'1A4117 *U5425 B 3 1 2.26 0 1 - 1 150 12816.606 -20954.176 4.124
|
||||
'1A40F1 *U5349 B 4 2 5.58 9 2 - - 151 13613.18 -20959.057 4.124
|
||||
'1A40CB *U5349 B 4 2 5.58 9 2 - - 152 13525.168 -20965.404 4.124
|
||||
'1A40A5 *U5349 B 4 2 5.58 9 2 - - 153 13437.157 -20971.75 4.124
|
||||
'1A407F *U5349 B 4 2 5.58 9 2 - - 154 13349.145 -20978.097 4.124
|
||||
'1A4059 *U5425 B 3 2 2.26 0 1 - 1 155 13261.134 -20984.443 4.124
|
||||
'1A400D *U5425 B 3 1 2.26 0 1 - 1 156 13085.111 -20997.136 4.124
|
||||
'1A3FE7 *U5349 B 4 1 5.58 9 2 - - 157 12997.099 -21003.482 4.124
|
||||
'1A3FC1 *U5349 B 4 1 5.58 9 2 - - 158 12909.088 -21009.829 4.124
|
||||
'1A3F9B *U5425 B 3 1 2.26 0 1 - 1 159 12821.076 -21016.175 4.124
|
||||
'1A3F75 *U5424 B 2 2 2.4 0 2 - 1 160 13617.65 -21021.056 4.124
|
||||
'1A3F4F *U5424 B 2 2 2.4 0 2 - 1 161 13529.639 -21027.403 4.124
|
||||
'1A3F29 *U5424 B 2 2 2.4 0 2 - 1 162 13441.628 -21033.749 4.124
|
||||
'1A3F03 *U5424 B 2 2 2.4 0 2 - 1 163 13353.616 -21040.096 4.124
|
||||
'1A3EDD *U5350 B 1 2 2.76 1 2 - 1 164 13265.605 -21046.442 4.124
|
||||
'1A3E91 *U5350 B 1 1 2.76 1 2 - 1 165 13089.582 -21059.135 4.124
|
||||
'1A3E6B *U5424 B 2 1 2.4 0 2 - 1 166 13001.57 -21065.481 4.124
|
||||
'1A3E45 *U5424 B 2 1 2.4 0 2 - 1 167 12913.559 -21071.828 4.124
|
||||
'1A3E1F *U5350 B 1 1 2.76 1 2 - 1 168 12825.547 -21078.174 4.124
|
||||
@@ -290,7 +290,7 @@ class DocGenParamsBuilderTest(unittest.TestCase):
|
||||
('513832', 0),
|
||||
('513833', 790),
|
||||
('513836', 0),
|
||||
('521794', 196),
|
||||
('513841', 196),
|
||||
|
||||
('anchors', 262),
|
||||
('ballast', 6786),
|
||||
@@ -304,7 +304,7 @@ class DocGenParamsBuilderTest(unittest.TestCase):
|
||||
'total_513832': 0,
|
||||
'total_513833': 790,
|
||||
'total_513836': 0,
|
||||
'total_521794': 196,
|
||||
'total_513841': 196,
|
||||
'total_anchors': 262,
|
||||
'total_ballast': 6786,
|
||||
'total_modules': 1726
|
||||
|
||||
@@ -67,12 +67,10 @@ class PanelPresenterTest(unittest.TestCase):
|
||||
def test_get_buildings_data(self):
|
||||
self.subject = ProjectPresenter(SystemType.singleTilt, ModuleType.Cell96)
|
||||
buildings = [ [ Coordinate(-60,-60), Coordinate(60,-60), Coordinate(60,60), Coordinate(-60,60) ] ] # big square
|
||||
expected_buildings = [[
|
||||
{'x': -60, '_Coordinate__rounded_x': -60, 'y': -60, '_Coordinate__rounded_y': -60, 'rotation': 0.0},
|
||||
{'x': 60, '_Coordinate__rounded_x': 60, 'y': -60, '_Coordinate__rounded_y': -60, 'rotation': 0.0},
|
||||
{'x': 60, '_Coordinate__rounded_x': 60, 'y': 60, '_Coordinate__rounded_y': 60, 'rotation': 0.0},
|
||||
{'x': -60, '_Coordinate__rounded_x': -60, 'y': 60, '_Coordinate__rounded_y': 60, 'rotation': 0.0}
|
||||
]]
|
||||
expected_buildings = [[ {'x': -60, '_Coordinate__rounded_x': -60, 'y': 60, '_Coordinate__rounded_y': -60, 'rotation': 0.0},
|
||||
{'x': 60, '_Coordinate__rounded_x': 60, 'y': 60, '_Coordinate__rounded_y': -60, 'rotation': 0.0},
|
||||
{'x': 60, '_Coordinate__rounded_x': 60, 'y': -60, '_Coordinate__rounded_y': 60, 'rotation': 0.0},
|
||||
{'x': -60, '_Coordinate__rounded_x': -60, 'y': -60, '_Coordinate__rounded_y': 60, 'rotation': 0.0}]]
|
||||
actual_buildings = self.subject.get_buildings(buildings)
|
||||
assert_array_equal(actual_buildings,expected_buildings)
|
||||
|
||||
|
||||
@@ -1,4 +1,3 @@
|
||||
import time
|
||||
from flask.ext.testing import LiveServerTestCase
|
||||
import mockredis
|
||||
from splinter import Browser
|
||||
@@ -66,7 +65,6 @@ class ArraySummaryDynamicTest(LiveServerTestCase):
|
||||
def test_shows_subarray_summary_table_if_user_has_uploaded_data(self):
|
||||
self.fill_in_site_characterization_data()
|
||||
self.upload_cad_block_file('test/fixtures/input_single_tilt_csv_for_bom.csv')
|
||||
time.sleep(3)
|
||||
assert len(self.browser.find_by_css('.upload_field .error_message')) == 0
|
||||
assert len(self.browser.find_by_css("#seismic_anchor_table")) > 0
|
||||
eq_(len(self.browser.find_by_css("#seismic_anchor_table tr")), 4)
|
||||
@@ -75,7 +73,6 @@ class ArraySummaryDynamicTest(LiveServerTestCase):
|
||||
def test_shows_errors_if_user_tries_to_upload_select_invalid_data(self):
|
||||
self.fill_in_site_characterization_data()
|
||||
self.upload_cad_block_file('test/fixtures/invalid_wind_zone.csv')
|
||||
time.sleep(3)
|
||||
assert len(self.browser.find_by_id('error_message_txt')) > 0
|
||||
assert len(self.browser.find_by_css("#seismic_anchor_table")) == 0
|
||||
|
||||
@@ -90,29 +87,30 @@ class ArraySummaryDynamicTest(LiveServerTestCase):
|
||||
def test_indicates_that_user_has_already_uploaded_a_csv_file_after_uploading(self):
|
||||
self.fill_in_site_characterization_data()
|
||||
self.upload_cad_block_file('test/fixtures/input_single_tilt_csv_for_bom.csv')
|
||||
time.sleep(3)
|
||||
assert len(self.browser.find_by_css('.upload_field .error_message')) == 0
|
||||
assert 'input_single_tilt_csv_for_bom.csv' in self.browser.html
|
||||
|
||||
def test_adding_seismic_anchor_updates_subarray_summary(self):
|
||||
self.fill_in_site_characterization_data()
|
||||
self.upload_cad_block_file('test/fixtures/input_single_tilt_csv_for_bom.csv')
|
||||
time.sleep(3)
|
||||
assert self.browser.is_element_visible_by_css('#arrayCanvas')
|
||||
self.browser.execute_script('arrayVisualization.selectPanel(1631);')
|
||||
|
||||
self.browser.find_by_css('#add_seismic').click()
|
||||
assert self.browser.find_by_css('#current_anchors td:nth-child(14)').text == '1'
|
||||
|
||||
self.browser.find_by_css('#add_seismic').click()
|
||||
assert self.browser.find_by_css('#current_anchors td:nth-child(14)').text == '2'
|
||||
|
||||
def test_removig_seismic_anchor_updates_subarray_summary(self):
|
||||
self.fill_in_site_characterization_data()
|
||||
self.upload_cad_block_file('test/fixtures/input_single_tilt_csv_for_bom.csv')
|
||||
time.sleep(3)
|
||||
assert self.browser.is_element_visible_by_css('#arrayCanvas')
|
||||
self.browser.execute_script('arrayVisualization.selectPanel(1631);')
|
||||
|
||||
self.browser.find_by_css('#add_seismic').click()
|
||||
assert self.browser.find_by_css('#current_anchors td:nth-child(14)').text == '1'
|
||||
|
||||
self.browser.find_by_css('#remove_seismic').click()
|
||||
assert self.browser.find_by_css('#current_anchors td:nth-child(14)').text == '0'
|
||||
|
||||
|
||||
@@ -171,11 +171,11 @@ class ArraySummaryTest(unittest.TestCase):
|
||||
def test_shows_summary_values(self):
|
||||
self.fill_in_site_characterization_data()
|
||||
self.upload_csv_file(file='test/fixtures/input_single_tilt_csv_for_bom.csv')
|
||||
self.assert_summary_values_column_data(1, 'Total System Weight (lbs)', '217,409')
|
||||
self.assert_summary_values_column_data(2, 'Max PSF', '9.36')
|
||||
self.assert_summary_values_column_data(3, 'Avg PSF', '5.08')
|
||||
self.assert_summary_values_column_data(4, 'Total Anchors', '422')
|
||||
self.assert_summary_values_column_data(5, 'Total Ballast', '10,448')
|
||||
self.assert_summary_values_column_data(1, 'Total System Weight (lbs)', '216,074')
|
||||
self.assert_summary_values_column_data(2, 'Max PSF', '9.11')
|
||||
self.assert_summary_values_column_data(3, 'Avg PSF', '5.05')
|
||||
self.assert_summary_values_column_data(4, 'Total Anchors', '421')
|
||||
self.assert_summary_values_column_data(5, 'Total Ballast', '10,150')
|
||||
|
||||
def test_shows_seismic_placement_interval(self):
|
||||
self.fill_in_site_characterization_data(system_type=SystemType.dualTilt)
|
||||
@@ -212,26 +212,26 @@ class ArraySummaryTest(unittest.TestCase):
|
||||
eq_(response.content_type, "application/json")
|
||||
data = json.loads(response.data.decode())
|
||||
expected = [
|
||||
{'data': {'ballast': 7, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 1, 'panel_type': 2, 'psf': 4.91, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'A'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 2, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 2, 'panel_type': 2, 'psf': 3.1, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 11, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 3, 'panel_type': 1, 'psf': 6.48, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'A'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 11, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 4, 'panel_type': 1, 'psf': 6.48, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'A'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 7, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 1, 'panel_type': 2, 'psf': 4.94, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'A'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 2, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 2, 'panel_type': 2, 'psf': 3.12, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 11, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 3, 'panel_type': 1, 'psf': 6.47, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'A'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 11, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 4, 'panel_type': 1, 'psf': 6.47, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'A'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 6, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 5, 'panel_type': 1, 'psf': 4.57, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 2, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 6, 'panel_type': 2, 'psf': 3.1, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 2, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 6, 'panel_type': 2, 'psf': 3.12, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 0, 'cross_trays': 0, 'link_trays': 0, 'panel_id': 7, 'panel_type': 4, 'psf': 2.26, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 2, 'cross_trays': 0, 'link_trays': 1, 'panel_id': 8, 'panel_type': 3, 'psf': 3.0, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 2, 'cross_trays': 0, 'link_trays': 1, 'panel_id': 9, 'panel_type': 3, 'psf': 3.0, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 2, 'cross_trays': 0, 'link_trays': 1, 'panel_id': 8, 'panel_type': 3, 'psf': 2.98, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 2, 'cross_trays': 0, 'link_trays': 1, 'panel_id': 9, 'panel_type': 3, 'psf': 2.98, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 0, 'cross_trays': 0, 'link_trays': 0, 'panel_id': 10, 'panel_type': 4, 'psf': 2.26, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 2, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 11, 'panel_type': 2, 'psf': 3.1, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 2, 'cross_trays': 0, 'link_trays': 1, 'panel_id': 12, 'panel_type': 3, 'psf': 3.0, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 2, 'cross_trays': 0, 'link_trays': 1, 'panel_id': 13, 'panel_type': 3, 'psf': 3.0, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 2, 'cross_trays': 0, 'link_trays': 1, 'panel_id': 14, 'panel_type': 3, 'psf': 3.0, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 2, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 11, 'panel_type': 2, 'psf': 3.12, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 2, 'cross_trays': 0, 'link_trays': 1, 'panel_id': 12, 'panel_type': 3, 'psf': 2.98, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 2, 'cross_trays': 0, 'link_trays': 1, 'panel_id': 13, 'panel_type': 3, 'psf': 2.98, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 2, 'cross_trays': 0, 'link_trays': 1, 'panel_id': 14, 'panel_type': 3, 'psf': 2.98, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 6, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 15, 'panel_type': 1, 'psf': 4.57, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 6, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 16, 'panel_type': 1, 'psf': 4.57, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 6, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 17, 'panel_type': 1, 'psf': 4.57, 'seismic_anchors': 0, 'subarray': 7, 'wind_anchors': 0, 'wind_zones': 'B'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 11, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 18, 'panel_type': 1, 'psf': 6.48, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 0, 'wind_zones': 'A'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 6, 'cross_trays': 0, 'link_trays': 1, 'panel_id': 19, 'panel_type': 3, 'psf': 4.5, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 0, 'wind_zones': 'A'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 11, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 20, 'panel_type': 1, 'psf': 6.48, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 0, 'wind_zones': 'A'}, 'height': 1, 'width': 1.5}
|
||||
{'data': {'ballast': 11, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 18, 'panel_type': 1, 'psf': 6.47, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 0, 'wind_zones': 'A'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 6, 'cross_trays': 0, 'link_trays': 1, 'panel_id': 19, 'panel_type': 3, 'psf': 4.48, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 0, 'wind_zones': 'A'}, 'height': 1, 'width': 1.5},
|
||||
{'data': {'ballast': 11, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 20, 'panel_type': 1, 'psf': 6.47, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 0, 'wind_zones': 'A'}, 'height': 1, 'width': 1.5}
|
||||
]
|
||||
|
||||
# Removing these keys as they get calculated differently in CircleCI
|
||||
@@ -290,28 +290,28 @@ class ArraySummaryTest(unittest.TestCase):
|
||||
"status": "success",
|
||||
"error": None,
|
||||
"panel_data": [
|
||||
{'data': {'ballast': 0, 'cross_trays': 0, 'link_trays': 0, 'panel_id': 1, 'panel_type': 1, 'psf': 1.95, 'seismic_anchors': 2, 'subarray': 8, 'wind_anchors': 1, 'wind_zones': 'H'}, 'height': 1, 'width': 1, 'x': 0.0, 'y': 0.0},
|
||||
{'data': {'ballast': 0, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 2, 'panel_type': 3, 'psf': 1.88, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 1, 'wind_zones': 'H'}, 'height': 1, 'width': 1, 'x': 0.0, 'y': 0.0},
|
||||
{'data': {'ballast': 0, 'cross_trays': 0, 'link_trays': 0, 'panel_id': 3, 'panel_type': 1, 'psf': 1.95, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 1, 'wind_zones': 'H'}, 'height': 1, 'width': 1, 'x': 0.0, 'y': 0.0},
|
||||
{'data': {'ballast': 0, 'cross_trays': 0, 'link_trays': 0, 'panel_id': 4, 'panel_type': 1, 'psf': 1.95, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 1, 'wind_zones': 'H'}, 'height': 1, 'width': 1, 'x': 0.0, 'y': 0.0},
|
||||
{'data': {'ballast': 0, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 5, 'panel_type': 3, 'psf': 1.88, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 1, 'wind_zones': 'H'}, 'height': 1, 'width': 1, 'x': 0.0, 'y': 0.0},
|
||||
{'data': {'ballast': 0, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 6, 'panel_type': 3, 'psf': 1.88, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 1, 'wind_zones': 'H'}, 'height': 1, 'width': 1, 'x': 0.0, 'y': 0.0},
|
||||
{'data': {'ballast': 0, 'cross_trays': 0, 'link_trays': 2, 'panel_id': 7, 'panel_type': 3, 'psf': 1.88, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 1, 'wind_zones': 'H'}, 'height': 1, 'width': 1, 'x': 0.0, 'y': 0.0},
|
||||
{'data': {'ballast': 0, 'cross_trays': 0, 'link_trays': 0, 'panel_id': 8, 'panel_type': 1, 'psf': 1.95, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 1, 'wind_zones': 'H'}, 'height': 1, 'width': 1, 'x': 0.0, 'y': 0.0},
|
||||
{'data': {'ballast': 0, 'cross_trays': 0, 'link_trays': 0, 'panel_id': 9, 'panel_type': 2, 'psf': 1.84, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 1, 'wind_zones': 'H'}, 'height': 1, 'width': 1, 'x': 0.0, 'y': 0.0},
|
||||
{'data': {'ballast': 0, 'cross_trays': 0, 'link_trays': 0, 'panel_id': 10, 'panel_type': 2, 'psf': 1.84, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 1, 'wind_zones': 'H'}, 'height': 1, 'width': 1, 'x': 0.0, 'y': 0.0},
|
||||
{'data': {'ballast': 0, 'cross_trays': 0, 'link_trays': 0, 'panel_id': 11, 'panel_type': 2, 'psf': 1.84, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 1, 'wind_zones': 'I'}, 'height': 1, 'width': 1, 'x': 0.0, 'y': 0.0},
|
||||
{'data': {'ballast': 0, 'cross_trays': 0, 'link_trays': 0, 'panel_id': 12, 'panel_type': 4, 'psf': 1.84, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 1, 'wind_zones': 'H'}, 'height': 1, 'width': 1, 'x': 0.0, 'y': 0.0},
|
||||
{'data': {'ballast': 0, 'cross_trays': 0, 'link_trays': 0, 'panel_id': 13, 'panel_type': 4, 'psf': 1.84, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 1, 'wind_zones': 'H'}, 'height': 1, 'width': 1, 'x': 0.0, 'y': 0.0},
|
||||
{'data': {'ballast': 0, 'cross_trays': 0, 'link_trays': 0, 'panel_id': 14, 'panel_type': 4, 'psf': 1.84, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 1, 'wind_zones': 'H'}, 'height': 1, 'width': 1, 'x': 0.0, 'y': 0.0},
|
||||
{'data': {'ballast': 0, 'cross_trays': 0, 'link_trays': 0, 'panel_id': 15, 'panel_type': 4, 'psf': 1.84, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 1, 'wind_zones': 'H'}, 'height': 1, 'width': 1, 'x': 0.0, 'y': 0.0},
|
||||
{'data': {'ballast': 0, 'cross_trays': 0, 'link_trays': 0, 'panel_id': 16, 'panel_type': 4, 'psf': 1.84, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 1, 'wind_zones': 'H'}, 'height': 1, 'width': 1, 'x': 0.0, 'y': 0.0},
|
||||
{'data': {'ballast': 0, 'cross_trays': 0, 'link_trays': 0, 'panel_id': 17, 'panel_type': 4, 'psf': 1.84, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 1, 'wind_zones': 'H'}, 'height': 1, 'width': 1, 'x': 0.0, 'y': 0.0},
|
||||
{'data': {'ballast': 0, 'cross_trays': 0, 'link_trays': 0, 'panel_id': 18, 'panel_type': 2, 'psf': 1.84, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 1, 'wind_zones': 'H'}, 'height': 1, 'width': 1, 'x': 0.0, 'y': 0.0},
|
||||
{'data': {'ballast': 0, 'cross_trays': 0, 'link_trays': 0, 'panel_id': 19, 'panel_type': 2, 'psf': 1.84, 'seismic_anchors': 0, 'subarray': 8, 'wind_anchors': 1, 'wind_zones': 'I'}, 'height': 1, 'width': 1, 'x': 0.0, 'y': 0.0},
|
||||
{'x': 0, 'y': 0, 'height': 1, 'width': 1, 'data': {'subarray': 8, 'psf': 2.08, 'wind_zones': 'H', 'ballast': 0, 'panel_type': 1, 'cross_trays': 0, 'wind_anchors': 1, 'link_trays': 0, 'seismic_anchors': 2, 'panel_id': 1}},
|
||||
{'x': 0, 'y': 0, 'height': 1, 'width': 1, 'data': {'subarray': 8, 'psf': 2.04, 'wind_zones': 'H', 'ballast': 0, 'panel_type': 3, 'cross_trays': 0, 'wind_anchors': 1, 'link_trays': 2, 'seismic_anchors': 0, 'panel_id': 2}},
|
||||
{'x': 0, 'y': 0, 'height': 1, 'width': 1, 'data': {'subarray': 8, 'psf': 2.08, 'wind_zones': 'H', 'ballast': 0, 'panel_type': 1, 'cross_trays': 0, 'wind_anchors': 1, 'link_trays': 0, 'seismic_anchors': 0, 'panel_id': 3}},
|
||||
{'x': 0, 'y': 0, 'height': 1, 'width': 1, 'data': {'subarray': 8, 'psf': 2.08, 'wind_zones': 'H', 'ballast': 0, 'panel_type': 1, 'cross_trays': 0, 'wind_anchors': 1, 'link_trays': 0, 'seismic_anchors': 0, 'panel_id': 4}},
|
||||
{'x': 0, 'y': 0, 'height': 1, 'width': 1, 'data': {'subarray': 8, 'psf': 2.04, 'wind_zones': 'H', 'ballast': 0, 'panel_type': 3, 'cross_trays': 0, 'wind_anchors': 1, 'link_trays': 2, 'seismic_anchors': 0, 'panel_id': 5}},
|
||||
{'x': 0, 'y': 0, 'height': 1, 'width': 1, 'data': {'subarray': 8, 'psf': 2.04, 'wind_zones': 'H', 'ballast': 0, 'panel_type': 3, 'cross_trays': 0, 'wind_anchors': 1, 'link_trays': 2, 'seismic_anchors': 0, 'panel_id': 6}},
|
||||
{'x': 0, 'y': 0, 'height': 1, 'width': 1, 'data': {'subarray': 8, 'psf': 2.04, 'wind_zones': 'H', 'ballast': 0, 'panel_type': 3, 'cross_trays': 0, 'wind_anchors': 1, 'link_trays': 2, 'seismic_anchors': 0, 'panel_id': 7}},
|
||||
{'x': 0, 'y': 0, 'height': 1, 'width': 1, 'data': {'subarray': 8, 'psf': 2.08, 'wind_zones': 'H', 'ballast': 0, 'panel_type': 1, 'cross_trays': 0, 'wind_anchors': 1, 'link_trays': 0, 'seismic_anchors': 0, 'panel_id': 8}},
|
||||
{'x': 0, 'y': 0, 'height': 1, 'width': 1, 'data': {'subarray': 8, 'psf': 1.89, 'wind_zones': 'H', 'ballast': 0, 'panel_type': 2, 'cross_trays': 0, 'wind_anchors': 1, 'link_trays': 0, 'seismic_anchors': 0, 'panel_id': 9}},
|
||||
{'x': 0, 'y': 0, 'height': 1, 'width': 1, 'data': {'subarray': 8, 'psf': 1.89, 'wind_zones': 'H', 'ballast': 0, 'panel_type': 2, 'cross_trays': 0, 'wind_anchors': 1, 'link_trays': 0, 'seismic_anchors': 0, 'panel_id': 10}},
|
||||
{'x': 0, 'y': 0, 'height': 1, 'width': 1, 'data': {'subarray': 8, 'psf': 1.89, 'wind_zones': 'I', 'ballast': 0, 'panel_type': 2, 'cross_trays': 0, 'wind_anchors': 1, 'link_trays': 0, 'seismic_anchors': 0, 'panel_id': 11}},
|
||||
{'x': 0, 'y': 0, 'height': 1, 'width': 1, 'data': {'subarray': 8, 'psf': 1.86, 'wind_zones': 'H', 'ballast': 0, 'panel_type': 4, 'cross_trays': 0, 'wind_anchors': 1, 'link_trays': 0, 'seismic_anchors': 0, 'panel_id': 12}},
|
||||
{'x': 0, 'y': 0, 'height': 1, 'width': 1, 'data': {'subarray': 8, 'psf': 1.86, 'wind_zones': 'H', 'ballast': 0, 'panel_type': 4, 'cross_trays': 0, 'wind_anchors': 1, 'link_trays': 0, 'seismic_anchors': 0, 'panel_id': 13}},
|
||||
{'x': 0, 'y': 0, 'height': 1, 'width': 1, 'data': {'subarray': 8, 'psf': 1.86, 'wind_zones': 'H', 'ballast': 0, 'panel_type': 4, 'cross_trays': 0, 'wind_anchors': 1, 'link_trays': 0, 'seismic_anchors': 0, 'panel_id': 14}},
|
||||
{'x': 0, 'y': 0, 'height': 1, 'width': 1, 'data': {'subarray': 8, 'psf': 1.86, 'wind_zones': 'H', 'ballast': 0, 'panel_type': 4, 'cross_trays': 0, 'wind_anchors': 1, 'link_trays': 0, 'seismic_anchors': 0, 'panel_id': 15}},
|
||||
{'x': 0, 'y': 0, 'height': 1, 'width': 1, 'data': {'subarray': 8, 'psf': 1.86, 'wind_zones': 'H', 'ballast': 0, 'panel_type': 4, 'cross_trays': 0, 'wind_anchors': 1, 'link_trays': 0, 'seismic_anchors': 0, 'panel_id': 16}},
|
||||
{'x': 0, 'y': 0, 'height': 1, 'width': 1, 'data': {'subarray': 8, 'psf': 1.86, 'wind_zones': 'H', 'ballast': 0, 'panel_type': 4, 'cross_trays': 0, 'wind_anchors': 1, 'link_trays': 0, 'seismic_anchors': 0, 'panel_id': 17}},
|
||||
{'x': 0, 'y': 0, 'height': 1, 'width': 1, 'data': {'subarray': 8, 'psf': 1.89, 'wind_zones': 'H', 'ballast': 0, 'panel_type': 2, 'cross_trays': 0, 'wind_anchors': 1, 'link_trays': 0, 'seismic_anchors': 0, 'panel_id': 18}},
|
||||
{'x': 0, 'y': 0, 'height': 1, 'width': 1, 'data': {'subarray': 8, 'psf': 1.89, 'wind_zones': 'I', 'ballast': 0, 'panel_type': 2, 'cross_trays': 0, 'wind_anchors': 1, 'link_trays': 0, 'seismic_anchors': 0, 'panel_id': 19}},
|
||||
],
|
||||
"subarray_data": [
|
||||
{"subarray": 8, "weight": 932, "required_seismic_anchors": 0},
|
||||
{"subarray": 8, "weight": 972, "required_seismic_anchors": 0},
|
||||
],
|
||||
}
|
||||
received_result = flask.json.loads(result.data)
|
||||
@@ -367,10 +367,9 @@ class ArraySummaryTest(unittest.TestCase):
|
||||
|
||||
expected_result = [
|
||||
{"subarray": 7, "weight": 2253, "required_seismic_anchors": 4},
|
||||
{"subarray": 8, "weight": 674, "required_seismic_anchors": 0},
|
||||
{"subarray": 8, "weight": 673, "required_seismic_anchors": 0},
|
||||
]
|
||||
received_result = flask.json.loads(result.data)
|
||||
|
||||
eq_(received_result['subarray_data'], expected_result)
|
||||
eq_(result.content_type, "application/json")
|
||||
|
||||
@@ -411,7 +410,7 @@ class ArraySummaryTest(unittest.TestCase):
|
||||
"error": SeismicAnchorValidationError.TooFewAnchors.value,
|
||||
"panel_data": None,
|
||||
"subarray_data": [
|
||||
{"subarray": 1, "weight": 2722, "required_seismic_anchors": 6},
|
||||
{"subarray": 1, "weight": 2739, "required_seismic_anchors": 6},
|
||||
],
|
||||
}
|
||||
eq_(flask.json.loads(result.data), expected_result)
|
||||
|
||||
@@ -36,7 +36,9 @@ class BomIntegrationTest(unittest.TestCase):
|
||||
|
||||
expected = [
|
||||
["512200", "CLIP, WIRE FORMED, CABLE MANAGEMENT, INSIDE, 352MM ^ 2", "510"],
|
||||
["513833", "TRAY, LINK, HELIX ROOF", "78"],
|
||||
["513833", "TRAY, LINK, HELIX ROOF", "78"], # TODO: should be 74 for part perfect bom
|
||||
["513841", "DEFLECTOR, LH, HELIX ROOF", "30"],
|
||||
["513842", "DEFLECTOR, RH, HELIX ROOF", "30"],
|
||||
["513843", "PLATE, ANCHOR, HELIX ROOF", "86"],
|
||||
["513844", "TRAY, OPTIONAL BALLAST, HELIX ROOF", "35"],
|
||||
["514056", "BASE, CHASSIS, DUAL TILT, HELIX ROOF", "147"],
|
||||
@@ -46,9 +48,7 @@ class BomIntegrationTest(unittest.TestCase):
|
||||
["515928", "FRONT SKIRT, HELIX ROOF", "126"],
|
||||
["517871", "TRAY, LEADING, HELIX ROOF, RIVETED VERSION", "67"],
|
||||
["518477", "WASHER, FLAT, 3/8, 1.00 OD, 18-8 SS", "100"],
|
||||
["521794", "DEFLECTOR, LH, HELIX ROOF V1.1", "30"],
|
||||
["521795", "DEFLECTOR, RH, HELIX ROOF V1.1", "30"],
|
||||
["Contractor Supplied", "Ballast Blocks", "610"],
|
||||
["Contractor Supplied", "Ballast Blocks", "608"],
|
||||
["TBD", "Anchors", "86"],
|
||||
["TBD", "Modules", "252"]
|
||||
]
|
||||
@@ -82,6 +82,8 @@ class BomIntegrationTest(unittest.TestCase):
|
||||
expected = [
|
||||
['512200', 'CLIP, WIRE FORMED, CABLE MANAGEMENT, INSIDE, 352MM ^ 2', '540'],
|
||||
['513833', 'TRAY, LINK, HELIX ROOF', '75'], # TODO: should be 73 for part perfect bom
|
||||
['513841', 'DEFLECTOR, LH, HELIX ROOF', '20'],
|
||||
['513842', 'DEFLECTOR, RH, HELIX ROOF', '20'],
|
||||
['513843', 'PLATE, ANCHOR, HELIX ROOF', '114'],
|
||||
['513844', 'TRAY, OPTIONAL BALLAST, HELIX ROOF', '17'],
|
||||
['514056', 'BASE, CHASSIS, DUAL TILT, HELIX ROOF', '148'],
|
||||
@@ -91,8 +93,6 @@ class BomIntegrationTest(unittest.TestCase):
|
||||
['515928', 'FRONT SKIRT, HELIX ROOF', '130'],
|
||||
['517871', 'TRAY, LEADING, HELIX ROOF, RIVETED VERSION', '69'],
|
||||
['518477', 'WASHER, FLAT, 3/8, 1.00 OD, 18-8 SS', '125'],
|
||||
["521794", "DEFLECTOR, LH, HELIX ROOF V1.1", "20"],
|
||||
["521795", "DEFLECTOR, RH, HELIX ROOF V1.1", "20"],
|
||||
['Contractor Supplied', 'Ballast Blocks', '358'],
|
||||
['TBD', 'Anchors', '114'],
|
||||
['TBD', 'Modules', '264']
|
||||
@@ -126,6 +126,8 @@ class BomIntegrationTest(unittest.TestCase):
|
||||
expected = [
|
||||
['512200', 'CLIP, WIRE FORMED, CABLE MANAGEMENT, INSIDE, 352MM ^ 2', '330'],
|
||||
['513833', 'TRAY, LINK, HELIX ROOF', '45'], # 45 is perfect value for this bom
|
||||
['513841', 'DEFLECTOR, LH, HELIX ROOF', '36'],
|
||||
['513842', 'DEFLECTOR, RH, HELIX ROOF', '36'],
|
||||
['513843', 'PLATE, ANCHOR, HELIX ROOF', '67'],
|
||||
['513844', 'TRAY, OPTIONAL BALLAST, HELIX ROOF', '13'],
|
||||
['514056', 'BASE, CHASSIS, DUAL TILT, HELIX ROOF', '102'],
|
||||
@@ -135,8 +137,6 @@ class BomIntegrationTest(unittest.TestCase):
|
||||
['515928', 'FRONT SKIRT, HELIX ROOF', '88'],
|
||||
['517871', 'TRAY, LEADING, HELIX ROOF, RIVETED VERSION', '53'],
|
||||
['518477', 'WASHER, FLAT, 3/8, 1.00 OD, 18-8 SS', '75'],
|
||||
["521794", "DEFLECTOR, LH, HELIX ROOF V1.1", "36"],
|
||||
["521795", "DEFLECTOR, RH, HELIX ROOF V1.1", "36"],
|
||||
['Contractor Supplied', 'Ballast Blocks', '286'],
|
||||
['TBD', 'Anchors', '67'],
|
||||
['TBD', 'Modules', '160'],
|
||||
@@ -171,6 +171,8 @@ class BomIntegrationTest(unittest.TestCase):
|
||||
expected = [
|
||||
['512200', 'CLIP, WIRE FORMED, CABLE MANAGEMENT, INSIDE, 352MM ^ 2', '510'],
|
||||
['513833', 'TRAY, LINK, HELIX ROOF', '73'], # TODO: should be 70 for part perfect bom
|
||||
['513841', 'DEFLECTOR, LH, HELIX ROOF', '24'],
|
||||
['513842', 'DEFLECTOR, RH, HELIX ROOF', '24'],
|
||||
['513843', 'PLATE, ANCHOR, HELIX ROOF', '94'],
|
||||
['513844', 'TRAY, OPTIONAL BALLAST, HELIX ROOF', '28'],
|
||||
['514056', 'BASE, CHASSIS, DUAL TILT, HELIX ROOF', '140'],
|
||||
@@ -180,8 +182,6 @@ class BomIntegrationTest(unittest.TestCase):
|
||||
['515928', 'FRONT SKIRT, HELIX ROOF', '120'],
|
||||
['517871', 'TRAY, LEADING, HELIX ROOF, RIVETED VERSION', '64'],
|
||||
['518477', 'WASHER, FLAT, 3/8, 1.00 OD, 18-8 SS', '100'],
|
||||
["521794", "DEFLECTOR, LH, HELIX ROOF V1.1", "24"],
|
||||
["521795", "DEFLECTOR, RH, HELIX ROOF V1.1", "24"],
|
||||
['Contractor Supplied', 'Ballast Blocks', '560'],
|
||||
['TBD', 'Anchors', '94'],
|
||||
['TBD', 'Modules', '244'],
|
||||
|
||||
@@ -10,7 +10,6 @@ from helix.constants import sql_constant
|
||||
from helix.constants.anchor_type import AnchorType
|
||||
from helix.constants.inverter_type import InverterType
|
||||
from helix.constants.system_type import SystemType
|
||||
from helix.constants.module_type import ModuleType
|
||||
from helix.constants.version import version
|
||||
from helix.models.sql.power_stations import PowerStation
|
||||
from test.integration.integration_test_helpers import *
|
||||
@@ -126,34 +125,29 @@ class FullUserFlowTest(unittest.TestCase):
|
||||
eq_(self.browser._response.headers['Content-Disposition'], 'attachment; filename=test_project_name_result.txt')
|
||||
|
||||
def test_downloading_coordinates_csv(self):
|
||||
#with open('test/fixtures/expected_dual_tilt_big_spacing.txt', 'r', newline='') as csv_file:
|
||||
with open('test/fixtures/expected_small_dual_tilt.txt', 'r', newline='') as csv_file:
|
||||
csv_content = csv_file.read()
|
||||
self.browser.fill('project_name', 'Test Project Name')
|
||||
self.browser.fill('building_width', '450')
|
||||
self.browser.fill('building_height', '35')
|
||||
self.browser.fill('building_length', '500')
|
||||
self.browser.fill('wind_speed', '110')
|
||||
self.browser.fill('exposure_category', 'B')
|
||||
self.browser.fill('ballast_block_weight', '14')
|
||||
self.browser.fill('building_parapet_height', '5')
|
||||
self.browser.fill('max_system_pressure', '10')
|
||||
self.browser.fill('system_type', SystemType.dualTilt.value)
|
||||
self.browser.fill('anchor_type', AnchorType.OMG_PowerGrip_Plus.value)
|
||||
self.browser.fill('design_spectral_response', '1.5')
|
||||
self.browser.fill('module_type', ModuleType.Cell96.value)
|
||||
with open('test/fixtures/expected_dual_tilt_coordinates.csv', 'r', newline='') as csv_file:
|
||||
csv_content = csv_file.read()
|
||||
self.browser.fill('project_name', 'Test Project Name')
|
||||
self.browser.fill('building_width', '450')
|
||||
self.browser.fill('building_height', '35')
|
||||
self.browser.fill('building_length', '500')
|
||||
self.browser.fill('wind_speed', '110')
|
||||
self.browser.fill('exposure_category', 'B')
|
||||
self.browser.fill('ballast_block_weight', '14')
|
||||
self.browser.fill('building_parapet_height', '5')
|
||||
self.browser.fill('max_system_pressure', '10')
|
||||
self.browser.fill('system_type', SystemType.dualTilt.value)
|
||||
self.browser.fill('anchor_type', AnchorType.OMG_PowerGrip_Plus.value)
|
||||
self.browser.fill('design_spectral_response', '1.5')
|
||||
|
||||
self.advance_n_times(1)
|
||||
self.attach_file('test/fixtures/input_small_dual_tilt.csv')
|
||||
|
||||
self.advance_n_times(1)
|
||||
self.browser.visit('/download/')
|
||||
self.browser.click_link_by_partial_text('Download AutoCAD import file')
|
||||
print("===")
|
||||
print(self.browser.html)
|
||||
eq_(self.browser.html, csv_content)
|
||||
eq_(self.browser._response.headers['Content-Disposition'], 'attachment; filename=test_project_name_result.txt')
|
||||
self.advance_n_times(1)
|
||||
self.attach_file('test/fixtures/input_dual_tilt_coordinates.csv')
|
||||
|
||||
self.advance_n_times(1)
|
||||
self.browser.visit('/download/')
|
||||
self.browser.click_link_by_partial_text('Download AutoCAD import file')
|
||||
eq_(self.browser.html, csv_content)
|
||||
eq_(self.browser._response.headers['Content-Disposition'], 'attachment; filename=test_project_name_result.txt')
|
||||
|
||||
# def test_uploading_dxf_and_downloading_csv(self):
|
||||
# self.browser.fill('project_name', 'Test Project Name')
|
||||
|
||||
Some files were not shown because too many files have changed in this diff Show More
Reference in New Issue
Block a user