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diff --git a/_sources/index.rst.txt b/_sources/index.rst.txt
@@ -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/_sources/installation-guide/workstation.rst.txt b/_sources/installation-guide/workstation.rst.txt
@@ -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
 ------------------------

diff --git a/_sources/qgep_swmm/Coefficient-Of-Friction.rst.txt b/_sources/qgep_swmm/Coefficient-Of-Friction.rst.txt
@@ -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

diff --git a/_sources/qgep_swmm/QGEP-SWMM-Correspondances.rst.txt b/_sources/qgep_swmm/QGEP-SWMM-Correspondances.rst.txt
@@ -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

diff --git a/de/.doctrees/environment.pickle b/de/.doctrees/environment.pickle
diff --git a/de/.doctrees/index.doctree b/de/.doctrees/index.doctree
diff --git a/de/.doctrees/installation-guide/workstation.doctree b/de/.doctrees/installation-guide/workstation.doctree
diff --git a/de/.doctrees/qgep_swmm/Coefficient-Of-Friction.doctree b/de/.doctrees/qgep_swmm/Coefficient-Of-Friction.doctree
diff --git a/de/.doctrees/qgep_swmm/Prepare-Data.doctree b/de/.doctrees/qgep_swmm/Prepare-Data.doctree
diff --git a/de/.doctrees/qgep_swmm/QGEP-SWMM-Correspondances.doctree b/de/.doctrees/qgep_swmm/QGEP-SWMM-Correspondances.doctree
diff --git a/de/_sources/index.rst.txt b/de/_sources/index.rst.txt
@@ -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/de/_sources/installation-guide/workstation.rst.txt b/de/_sources/installation-guide/workstation.rst.txt
@@ -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
 ------------------------

diff --git a/de/_sources/qgep_swmm/Coefficient-Of-Friction.rst.txt b/de/_sources/qgep_swmm/Coefficient-Of-Friction.rst.txt
@@ -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

diff --git a/de/_sources/qgep_swmm/QGEP-SWMM-Correspondances.rst.txt b/de/_sources/qgep_swmm/QGEP-SWMM-Correspondances.rst.txt
@@ -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

diff --git a/de/index.html b/de/index.html
@@ -82,7 +82,7 @@
 
   <section id="qgep-teksi-wastewater-module-documentation">
 <h1>TEKSI-Modul ABWASSER &amp; GEP / QGEP<a class="headerlink" href="#qgep-teksi-wastewater-module-documentation" title="Link to this heading"></a></h1>
-<p>Das TEKSI Abwasser Modul (Projektbezeichnung QGEP) ist eine Open Source Fachschale für QGIS für die Verwaltung von Abwasserdaten gemäss SIA Norm 405 (Leitungskataster) und VSA-DSS (GEP). Sie wird in enger Zusammenarbeit mit QGIS entwickelt.</p>
+<p>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.</p>
 </section>
 <section id="contents">
 <h1>Inhalt:<a class="headerlink" href="#contents" title="Link to this heading"></a></h1>

diff --git a/de/installation-guide/workstation.html b/de/installation-guide/workstation.html
@@ -224,7 +224,7 @@ <h2><span class="section-number">2.4.3. </span>Installation des QGEP Plugins<a c
 </section>
 <section id="install-the-demo-data">
 <h2><span class="section-number">2.4.4. </span>Demodaten installieren<a class="headerlink" href="#install-the-demo-data" title="Link to this heading"></a></h2>
-<p>wie <cite>hier&lt;https://qgep.github.io/docs/installation-guide/database-initialization.html#restore-demo-datamodel&gt;</cite> beschrieben</p>
+<p>as described <a class="reference external" href="https://qgep.github.io/docs/installation-guide/database-initialization.html#restore-demo-datamodel">here</a></p>
 </section>
 <section id="install-the-demo-project">
 <h2><span class="section-number">2.4.5. </span>Das Demo Projekt installieren<a class="headerlink" href="#install-the-demo-project" title="Link to this heading"></a></h2>

diff --git a/de/qgep_swmm/Coefficient-Of-Friction.html b/de/qgep_swmm/Coefficient-Of-Friction.html
@@ -96,8 +96,7 @@
 </ul>
 <div class="admonition note">
 <p class="admonition-title">Bemerkung</p>
-<p>The formula to convert from Strickler to Coolebrook is documented in <em>ATV-DVWK STANDARD ATV-DVWK-A 110E, Hydraulic Dimensioning and Performance Verification of Sewers and Drains September 2001</em>
-<a class="reference external" href="https://pdfslide.net/documents/atv-dvwk-a-110-e-55846635d4eef.html">Link</a></p>
+<p>The formula to convert from Strickler to Coolebrook is documented in <a class="reference external" href="https://pdfslide.net/documents/atv-dvwk-a-110-e-55846635d4eef.html">*ATV-DVWK STANDARD ATV-DVWK-A 110E, Hydraulic Dimensioning and Performance Verification of Sewers and Drains September 2001*</a></p>
 </div>
 <section id="populate-default-coefficient-of-friction">
 <h2>Populate default coefficient of friction<a class="headerlink" href="#populate-default-coefficient-of-friction" title="Link to this heading"></a></h2>

diff --git a/de/qgep_swmm/Prepare-Data.html b/de/qgep_swmm/Prepare-Data.html
@@ -163,20 +163,21 @@ <h3><span class="section-number">7.4.1.4. </span>Hydrology:<a class="headerlink"
 <p>See <code class="docutils literal notranslate"><span class="pre">vw_swmm_aquifers.sql</span></code> for details.</p>
 <p><strong>Subcatchment:</strong></p>
 <p>QGEP_SWMM creates a subcatchment for each QGEP catchment area.</p>
-<p>By default:
-- A subcatchment is created for each QGEP <code class="docutils literal notranslate"><span class="pre">wastewater_networkelement</span></code> linked to the <code class="docutils literal notranslate"><span class="pre">catchment</span> <span class="pre">area</span></code> (max. 4: <code class="docutils literal notranslate"><span class="pre">fk_wastewater_networkelement_rw_current</span></code>, <code class="docutils literal notranslate"><span class="pre">fk_wastewater_networkelement_rw_planned</span></code>, <code class="docutils literal notranslate"><span class="pre">fk_wastewater_networkelement_ww_current</span></code>, <code class="docutils literal notranslate"><span class="pre">fk_wastewater_networkelement_ww_planned</span></code>)
-- 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.
-- The coverages (attribute land uses) are computed from the intersection between the catchment area and the planning zone (see <code class="docutils literal notranslate"><span class="pre">vw_swmm_coverages.sql</span></code>)
-- SWMM Dry Weather Flow:</p>
+<p>By default:</p>
+<ul>
+<li><p>A subcatchment is created for each QGEP <code class="docutils literal notranslate"><span class="pre">wastewater_networkelement</span></code> linked to the <code class="docutils literal notranslate"><span class="pre">catchment</span> <span class="pre">area</span></code> (max. 4: <code class="docutils literal notranslate"><span class="pre">fk_wastewater_networkelement_rw_current</span></code>, <code class="docutils literal notranslate"><span class="pre">fk_wastewater_networkelement_rw_planned</span></code>, <code class="docutils literal notranslate"><span class="pre">fk_wastewater_networkelement_ww_current</span></code>, <code class="docutils literal notranslate"><span class="pre">fk_wastewater_networkelement_ww_planned</span></code>)</p></li>
+<li><p>it is linked to a rain gage.</p></li>
+<li><p>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.</p></li>
+<li><p>The coverages (attribute land uses) are computed from the intersection between the catchment area and the planning zone (see <code class="docutils literal notranslate"><span class="pre">vw_swmm_coverages.sql</span></code>)</p></li>
+<li><p>SWMM Dry Weather Flow:</p>
 <blockquote>
 <div><ul class="simple">
 <li><p>are set to 0 for rain water subcatchments</p></li>
 <li><p>are set to <code class="docutils literal notranslate"><span class="pre">waste_water_production[_current,_planned]</span></code> if set</p></li>
 <li><p>else it computed from the subcatchement area and <code class="docutils literal notranslate"><span class="pre">population_density[_current,_planned]</span></code></p></li>
 </ul>
 </div></blockquote>
-<ul class="simple">
+</li>
 <li><p>Other parameters have default SWMM values</p></li>
 </ul>
 <p>The subcatchment can be linked to an aquifer via the groundwater attribute.</p>
@@ -441,8 +442,7 @@ <h3><span class="section-number">7.4.1.10. </span>Labels<a class="headerlink" hr
 </ul>
 <div class="admonition note">
 <p class="admonition-title">Bemerkung</p>
-<p>The formula to convert from Strickler to Coolebrook is documented in <em>ATV-DVWK STANDARD ATV-DVWK-A 110E, Hydraulic Dimensioning and Performance Verification of Sewers and Drains September 2001</em>
-<a class="reference external" href="https://pdfslide.net/documents/atv-dvwk-a-110-e-55846635d4eef.html">Link</a></p>
+<p>The formula to convert from Strickler to Coolebrook is documented in <a class="reference external" href="https://pdfslide.net/documents/atv-dvwk-a-110-e-55846635d4eef.html">*ATV-DVWK STANDARD ATV-DVWK-A 110E, Hydraulic Dimensioning and Performance Verification of Sewers and Drains September 2001*</a></p>
 </div>
 <section id="populate-default-coefficient-of-friction">
 <h3><span class="section-number">7.5.1.1. </span>Populate default coefficient of friction<a class="headerlink" href="#populate-default-coefficient-of-friction" title="Link to this heading"></a></h3>

diff --git a/de/qgep_swmm/QGEP-SWMM-Correspondances.html b/de/qgep_swmm/QGEP-SWMM-Correspondances.html
@@ -124,20 +124,21 @@ <h2>Hydrology:<a class="headerlink" href="#hydrology" title="Link to this headin
 <p>See <code class="docutils literal notranslate"><span class="pre">vw_swmm_aquifers.sql</span></code> for details.</p>
 <p><strong>Subcatchment:</strong></p>
 <p>QGEP_SWMM creates a subcatchment for each QGEP catchment area.</p>
-<p>By default:
-- A subcatchment is created for each QGEP <code class="docutils literal notranslate"><span class="pre">wastewater_networkelement</span></code> linked to the <code class="docutils literal notranslate"><span class="pre">catchment</span> <span class="pre">area</span></code> (max. 4: <code class="docutils literal notranslate"><span class="pre">fk_wastewater_networkelement_rw_current</span></code>, <code class="docutils literal notranslate"><span class="pre">fk_wastewater_networkelement_rw_planned</span></code>, <code class="docutils literal notranslate"><span class="pre">fk_wastewater_networkelement_ww_current</span></code>, <code class="docutils literal notranslate"><span class="pre">fk_wastewater_networkelement_ww_planned</span></code>)
-- 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.
-- The coverages (attribute land uses) are computed from the intersection between the catchment area and the planning zone (see <code class="docutils literal notranslate"><span class="pre">vw_swmm_coverages.sql</span></code>)
-- SWMM Dry Weather Flow:</p>
+<p>By default:</p>
+<ul>
+<li><p>A subcatchment is created for each QGEP <code class="docutils literal notranslate"><span class="pre">wastewater_networkelement</span></code> linked to the <code class="docutils literal notranslate"><span class="pre">catchment</span> <span class="pre">area</span></code> (max. 4: <code class="docutils literal notranslate"><span class="pre">fk_wastewater_networkelement_rw_current</span></code>, <code class="docutils literal notranslate"><span class="pre">fk_wastewater_networkelement_rw_planned</span></code>, <code class="docutils literal notranslate"><span class="pre">fk_wastewater_networkelement_ww_current</span></code>, <code class="docutils literal notranslate"><span class="pre">fk_wastewater_networkelement_ww_planned</span></code>)</p></li>
+<li><p>it is linked to a rain gage.</p></li>
+<li><p>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.</p></li>
+<li><p>The coverages (attribute land uses) are computed from the intersection between the catchment area and the planning zone (see <code class="docutils literal notranslate"><span class="pre">vw_swmm_coverages.sql</span></code>)</p></li>
+<li><p>SWMM Dry Weather Flow:</p>
 <blockquote>
 <div><ul class="simple">
 <li><p>are set to 0 for rain water subcatchments</p></li>
 <li><p>are set to <code class="docutils literal notranslate"><span class="pre">waste_water_production[_current,_planned]</span></code> if set</p></li>
 <li><p>else it computed from the subcatchement area and <code class="docutils literal notranslate"><span class="pre">population_density[_current,_planned]</span></code></p></li>
 </ul>
 </div></blockquote>
-<ul class="simple">
+</li>
 <li><p>Other parameters have default SWMM values</p></li>
 </ul>
 <p>The subcatchment can be linked to an aquifer via the groundwater attribute.</p>

diff --git a/de/searchindex.js b/de/searchindex.js
diff --git a/en/_sources/index.rst.txt b/en/_sources/index.rst.txt
@@ -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/_sources/installation-guide/workstation.rst.txt b/en/_sources/installation-guide/workstation.rst.txt
@@ -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
 ------------------------

diff --git a/en/_sources/qgep_swmm/Coefficient-Of-Friction.rst.txt b/en/_sources/qgep_swmm/Coefficient-Of-Friction.rst.txt
@@ -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

diff --git a/en/_sources/qgep_swmm/QGEP-SWMM-Correspondances.rst.txt b/en/_sources/qgep_swmm/QGEP-SWMM-Correspondances.rst.txt
@@ -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

diff --git a/en/index.html b/en/index.html
@@ -81,7 +81,7 @@
 
   <section id="qgep-teksi-wastewater-module-documentation">
 <h1>QGEP / TEKSI wastewater module documentation<a class="headerlink" href="#qgep-teksi-wastewater-module-documentation" title="Link to this heading"></a></h1>
-<p>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.</p>
+<p>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.</p>
 </section>
 <section id="contents">
 <h1>Contents<a class="headerlink" href="#contents" title="Link to this heading"></a></h1>