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2023 11 20 corrections doc #217

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Nov 21, 2023
Merged

2023 11 20 corrections doc #217

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4d2ce55
correct link
sjib Nov 20, 2023
d722f7d
Typing error / Formatting list
sjib Nov 20, 2023
1aec421
Try to set title to left
sjib Nov 20, 2023
ceeda9f
undo
sjib Nov 20, 2023
9489aee
Integrate link in text
sjib Nov 20, 2023
8a5bc42
Added model version
sjib Nov 20, 2023
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2 changes: 1 addition & 1 deletion en/index.rst
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@@ -1,7 +1,7 @@
QGEP / TEKSI wastewater module documentation
============================================

TEKSI wastewater module (Project name : QGEP) is an open source wastewater management module for QGIS based on SIA 405 Waste water (Leitungskataster) and VSA-DSS (GEP) and developed closely to the QGIS application.
TEKSI wastewater module (Project name : QGEP) is an open source wastewater management module for QGIS based on SIA 405 Waste water (Leitungskataster) and VSA-DSS 2015 (GEP) and developed closely to the QGIS application.

..
Commented out pdf for the moment - needs new code
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2 changes: 1 addition & 1 deletion en/installation-guide/workstation.rst
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Expand Up @@ -148,7 +148,7 @@ QGEP uses a data historization process. The ``pg history viewer`` `plugin <http:
Install the demo data
---------------------

as described `here<https://qgep.github.io/docs/installation-guide/database-initialization.html#restore-demo-datamodel>`
as described `here <https://qgep.github.io/docs/installation-guide/database-initialization.html#restore-demo-datamodel>`_

Install the demo project
------------------------
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3 changes: 1 addition & 2 deletions en/qgep_swmm/Coefficient-Of-Friction.rst
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Expand Up @@ -14,8 +14,7 @@ Coefficient of friction


.. note::
The formula to convert from Strickler to Coolebrook is documented in *ATV-DVWK STANDARD ATV-DVWK-A 110E, Hydraulic Dimensioning and Performance Verification of Sewers and Drains September 2001*
`Link <https://pdfslide.net/documents/atv-dvwk-a-110-e-55846635d4eef.html>`__
The formula to convert from Strickler to Coolebrook is documented in `*ATV-DVWK STANDARD ATV-DVWK-A 110E, Hydraulic Dimensioning and Performance Verification of Sewers and Drains September 2001* <https://pdfslide.net/documents/atv-dvwk-a-110-e-55846635d4eef.html>`_


Populate default coefficient of friction
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6 changes: 4 additions & 2 deletions en/qgep_swmm/QGEP-SWMM-Correspondances.rst
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Expand Up @@ -56,10 +56,12 @@ See ``vw_swmm_aquifers.sql`` for details.
QGEP_SWMM creates a subcatchment for each QGEP catchment area.

By default:

- A subcatchment is created for each QGEP ``wastewater_networkelement`` linked to the ``catchment area`` (max. 4: ``fk_wastewater_networkelement_rw_current``, ``fk_wastewater_networkelement_rw_planned``, ``fk_wastewater_networkelement_ww_current``, ``fk_wastewater_networkelement_ww_planned``)
- it is linked to a rain gage.
- The width is computed from the mean of the minimal / maximal distance between the outlet and the catchment area contour. If the outlet is unknown the centroid is used rather thant the outlet.
- it is linked to a rain gage.
- The width is computed from the mean of the minimal / maximal distance between the outlet and the catchment area contour. If the outlet is unknown the centroid is used rather than the outlet.
- The coverages (attribute land uses) are computed from the intersection between the catchment area and the planning zone (see ``vw_swmm_coverages.sql``)

- SWMM Dry Weather Flow:

- are set to 0 for rain water subcatchments
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