diff --git a/en/index.rst b/en/index.rst index b14751779..412133f20 100644 --- a/en/index.rst +++ b/en/index.rst @@ -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 diff --git a/en/installation-guide/workstation.rst b/en/installation-guide/workstation.rst index 8ff46608e..fa429c1cf 100644 --- a/en/installation-guide/workstation.rst +++ b/en/installation-guide/workstation.rst @@ -148,7 +148,7 @@ QGEP uses a data historization process. The ``pg history viewer`` `plugin ` +as described `here `_ Install the demo project ------------------------ diff --git a/en/qgep_swmm/Coefficient-Of-Friction.rst b/en/qgep_swmm/Coefficient-Of-Friction.rst index 243ef7d3b..4587ee6cc 100644 --- a/en/qgep_swmm/Coefficient-Of-Friction.rst +++ b/en/qgep_swmm/Coefficient-Of-Friction.rst @@ -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 `__ + 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* `_ Populate default coefficient of friction diff --git a/en/qgep_swmm/QGEP-SWMM-Correspondances.rst b/en/qgep_swmm/QGEP-SWMM-Correspondances.rst index c74b75d14..92000c685 100644 --- a/en/qgep_swmm/QGEP-SWMM-Correspondances.rst +++ b/en/qgep_swmm/QGEP-SWMM-Correspondances.rst @@ -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