Qgep swmm phase3 enhancements

03_qgep_db_dss.sql

@@ -1914,6 +1914,7 @@ ALTER TABLE qgep_od.reach ADD COLUMN slope_building_plan  smallint ;
 COMMENT ON COLUMN qgep_od.reach.slope_building_plan IS 'yyy_Auf dem alten Plan eingezeichnetes Plangefälle [%o]. Nicht kontrolliert im Feld. Kann nicht für die hydraulische Berechnungen übernommen werden. Für Liegenschaftsentwässerung und Meliorationsleitungen. Darstellung als z.B. 3.5%oP auf Plänen. / Auf dem alten Plan eingezeichnetes Plangefälle [%o]. Nicht kontrolliert im Feld. Kann nicht für die hydraulische Berechnungen übernommen werden. Für Liegenschaftsentwässerung und Meliorationsleitungen. Darstellung als z.B. 3.5%oP auf Plänen. / Pente indiquée sur d''anciens plans non contrôlée [%o]. Ne peut pas être reprise pour des calculs hydrauliques. Indication pour des canalisations de biens-fonds ou d''amélioration foncière. Représentation sur de plan: 3.5‰ p';
 ALTER TABLE qgep_od.reach ADD COLUMN wall_roughness  decimal(5,2) ;
 COMMENT ON COLUMN qgep_od.reach.wall_roughness IS 'yyy Hydraulische Kenngrösse zur Beschreibung der Beschaffenheit der Kanalwandung. Beiwert für die Formeln nach Prandtl-Colebrook (ks oder kb) / Hydraulische Kenngrösse zur Beschreibung der Beschaffenheit der Kanalwandung. Beiwert für die Formeln nach Prandtl-Colebrook (ks oder kb) / Coefficient de rugosité d''après Prandtl Colebrook (ks ou kb)';
+
 -------
 CREATE TRIGGER
 update_last_modified_reach

05_data_model_extensions.sql

@@ -78,3 +78,26 @@ ALTER TABLE qgep_od.wastewater_node ADD COLUMN _function_hierarchic integer;
 COMMENT ON COLUMN qgep_od.wastewater_node._function_hierarchic IS 'not part of the VSA-DSS data model
 added solely for QGEP
 has to be updated by triggers';
+
+
+-- Modifications applied for link with SWMM
+-------------------------------------------
+
+-- Add attributes
+ALTER TABLE qgep_od.reach ADD COLUMN swmm_default_coefficient_of_friction  smallint ;
+COMMENT ON COLUMN qgep_od.reach.swmm_default_coefficient_of_friction IS '1 / N_Manning, value between 0 and 999. Value exported in SWMM if coefficient_of_friction and wall_roughness are not set. ';
+ALTER TABLE qgep_od.reach ADD COLUMN dss2020_hydraulic_load_current smallint ;
+COMMENT ON COLUMN qgep_od.reach.dss2020_hydraulic_load_current IS 'Dimensioning of the discharge divided by the normal discharge capacity of the reach [%]. / Dimensionierungsabfluss geteilt durch Normalabflusskapazität der Leitung [%]. / Débit de dimensionnement divisé par la capacité d''écoulement normale de la conduite [%].';
+
+-- Add table for defaults coefficients of friction
+CREATE SCHEMA IF NOT EXISTS qgep_swmm;
+CREATE TABLE qgep_swmm.reach_coefficient_of_friction (fk_material integer, coefficient_of_friction smallint);
+ALTER TABLE qgep_swmm.reach_coefficient_of_friction ADD CONSTRAINT pkey_qgep_vl_reach_coefficient_of_friction_id PRIMARY KEY (fk_material);
+INSERT INTO qgep_swmm.reach_coefficient_of_friction(fk_material) SELECT vsacode FROM qgep_vl.reach_material;
+UPDATE qgep_swmm.reach_coefficient_of_friction SET coefficient_of_friction = (CASE WHEN fk_material IN (5381,5081,3016) THEN 100
+                                                                                    WHEN fk_material IN (2754,3638,3639,3640,3641,3256,147,148,3648,5079,5080,153,2762) THEN 83
+                                                                                    WHEN fk_material IN (2755) THEN 67
+                                                                                    WHEN fk_material IN (5076,5077,5078,5382) THEN 111
+                                                                                    WHEN fk_material IN (3654) THEN 91
+                                                                                    WHEN fk_material IN (154,2761) THEN 71
+                                                                                    ELSE 100 END);

09_qgep_dictionaries.sql

@@ -485,6 +485,8 @@ CREATE TABLE qgep_sys.dictionary_od_field (
  INSERT INTO qgep_sys.dictionary_od_field (class_id, attribute_id, table_name, field_name, field_name_en, field_name_de, field_name_fr, field_name_it, field_name_ro, field_description_en, field_description_de, field_description_fr, field_description_it, field_description_ro, field_mandatory, field_visible, field_datatype, field_unit_en, field_unit_description_en, field_unit_de, field_unit_description_de, field_unit_fr, field_unit_description_fr, field_unit_it, field_unit_description_it, field_unit_ro, field_unit_description_ro, field_max, field_min) VALUES (31,4789,'reach','ring_stiffness','ring_stiffness','Ringsteifigkeit','RIGIDITE_ANNULAIRE','zzz_Ringsteifigkeit','rigiditate_inelara','yyy Ringsteifigkeitsklasse - Druckfestigkeit gegen Belastungen von aussen (gemäss ISO 13966 )','Ringsteifigkeitsklasse - Druckfestigkeit gegen Belastungen von aussen (gemäss ISO 13966 )','[kN/m2]','[kN/m2]','[kN/m2]',ARRAY['Werkinformation']::qgep_od.plantype[],'true','smallint','[kN/m2]','[kN/m2]','[kN/m2]','[kN/m2]','','','','','','',0,16);
  INSERT INTO qgep_sys.dictionary_od_field (class_id, attribute_id, table_name, field_name, field_name_en, field_name_de, field_name_fr, field_name_it, field_name_ro, field_description_en, field_description_de, field_description_fr, field_description_it, field_description_ro, field_mandatory, field_visible, field_datatype, field_unit_en, field_unit_description_en, field_unit_de, field_unit_description_de, field_unit_fr, field_unit_description_fr, field_unit_it, field_unit_description_it, field_unit_ro, field_unit_description_ro, field_max, field_min) VALUES (31,4800,'reach','slope_building_plan','slope_building_plan','Plangefaelle','PENTE_PLAN','zzz_Plangefaelle','panta_planificata','yyy_Auf dem alten Plan eingezeichnetes Plangefälle [%o]. Nicht kontrolliert im Feld. Kann nicht für die hydraulische Berechnungen übernommen werden. Für Liegenschaftsentwässerung und Meliorationsleitungen. Darstellung als z.B. 3.5%oP auf Plänen.','Auf dem alten Plan eingezeichnetes Plangefälle [%o]. Nicht kontrolliert im Feld. Kann nicht für die hydraulische Berechnungen übernommen werden. Für Liegenschaftsentwässerung und Meliorationsleitungen. Darstellung als z.B. 3.5%oP auf Plänen.',' [%o]',' [%o]',' [%o]',ARRAY['Werkinformation']::qgep_od.plantype[],'true','smallint',' [%o]','promille  [%o]',' [%o]','Promille [%o]','','','','','','',-10000,10000);
  INSERT INTO qgep_sys.dictionary_od_field (class_id, attribute_id, table_name, field_name, field_name_en, field_name_de, field_name_fr, field_name_it, field_name_ro, field_description_en, field_description_de, field_description_fr, field_description_it, field_description_ro, field_mandatory, field_visible, field_datatype, field_unit_en, field_unit_description_en, field_unit_de, field_unit_description_de, field_unit_fr, field_unit_description_fr, field_unit_it, field_unit_description_it, field_unit_ro, field_unit_description_ro, field_max, field_min) VALUES (31,129,'reach','wall_roughness','wall_roughness','Wandrauhigkeit','K_COLEBROOK','zzz_Wandrauhigkeit','rugozitate_perete','yyy Hydraulische Kenngrösse zur Beschreibung der Beschaffenheit der Kanalwandung. Beiwert für die Formeln nach Prandtl-Colebrook (ks oder kb)','Hydraulische Kenngrösse zur Beschreibung der Beschaffenheit der Kanalwandung. Beiwert für die Formeln nach Prandtl-Colebrook (ks oder kb)','[mm]','[mm]','[mm]',ARRAY['Werkinformation']::qgep_od.plantype[],'true','decimal(5,2)','[mm]','roughness coefficient after Prandtl Colebrook (ks), unit milimeter [mm]','[mm]','Wandrauhigkeitsbeiwert nach Prandtl Colebrook (ks), Milimeter [mm]','','','','','','',0,100);
+ INSERT INTO qgep_sys.dictionary_od_field (class_id, attribute_id, table_name, field_name, field_name_en, field_name_de, field_name_fr, field_name_it, field_name_ro, field_description_en, field_description_de, field_description_fr, field_description_it, field_description_ro, field_mandatory, field_visible, field_datatype, field_unit_en, field_unit_description_en, field_unit_de, field_unit_description_de, field_unit_fr, field_unit_description_fr, field_unit_it, field_unit_description_it, field_unit_ro, field_unit_description_ro, field_max, field_min) VALUES (31,9999999,'reach','swmm_default_coefficient_of_friction','swmm_default_coefficient_of_friction',NULL,NULL,NULL,NULL,'Default coefficient of friction for SWMM export.',NULL,NULL,NULL,NULL,NULL,'true','smallint','[m^(1/3)/s]','Manning-Strickler [m^(1/3)/s]','[m^(1/3)/s]','Manning-Strickler [m^(1/3)/s]','','','','','','',0,999);
+ INSERT INTO qgep_sys.dictionary_od_field (class_id, attribute_id, table_name, field_name, field_name_en, field_name_de, field_name_fr, field_name_it, field_name_ro, field_description_en, field_description_de, field_description_fr, field_description_it, field_description_ro, field_mandatory, field_visible, field_datatype, field_unit_en, field_unit_description_en, field_unit_de, field_unit_description_de, field_unit_fr, field_unit_description_fr, field_unit_it, field_unit_description_it, field_unit_ro, field_unit_description_ro, field_max, field_min) VALUES (31,9999999,'reach','dss2020_hydraulic_load_current','dss2020_hydraulic_load_current',NULL,NULL,NULL,NULL,'Dimensioning of the discharge divided by the normal discharge capacity of the reach [%].','Dimensionierungsabfluss geteilt durch Normalabflusskapazität der Leitung [%].','Débit de dimensionnement divisé par la capacité d''écoulement normale de la conduite [%].',NULL,NULL,NULL,'true','decimal(7,3)','[%]','Dimensionierungsabfluss geteilt durch Normalabflusskapazität der Leitung [%].','[m^(1/3)/s]','Dimensionierungsabfluss geteilt durch Normalabflusskapazität der Leitung [%].','','','','','','',0,100);
  INSERT INTO qgep_sys.dictionary_od_field (class_id, attribute_id, table_name, field_name, field_name_en, field_name_de, field_name_fr, field_name_it, field_name_ro, field_description_en, field_description_de, field_description_fr, field_description_it, field_description_ro, field_mandatory, field_visible, field_datatype, field_unit_en, field_unit_description_en, field_unit_de, field_unit_description_de, field_unit_fr, field_unit_description_fr, field_unit_it, field_unit_description_it, field_unit_ro, field_unit_description_ro, field_max, field_min) VALUES (3189,3558,'param_ca_general','dry_wheather_flow','dry_wheather_flow','Trockenwetteranfall','DEBIT_TEMPS_SEC','zzz_Trockenwetteranfall','fluxul_de_vreme_uscata','Dry wheather flow','NULL','[l/s]','[l/s]','[l/s]',ARRAY['kein_Plantyp_definiert']::qgep_od.plantype[],'true','decimal(9,3)','[l/s]','liters per second [l/s]','[l/s]','Liter pro Sekunde [l/s]','','','','','','',0,100000);
  INSERT INTO qgep_sys.dictionary_od_field (class_id, attribute_id, table_name, field_name, field_name_en, field_name_de, field_name_fr, field_name_it, field_name_ro, field_description_en, field_description_de, field_description_fr, field_description_it, field_description_ro, field_mandatory, field_visible, field_datatype, field_unit_en, field_unit_description_en, field_unit_de, field_unit_description_de, field_unit_fr, field_unit_description_fr, field_unit_it, field_unit_description_it, field_unit_ro, field_unit_description_ro, field_max, field_min) VALUES (3189,3195,'param_ca_general','flow_path_length','flow_path_length','Fliessweglaenge','L_LIGNE_ECOULEMENT','zzz_Fliessweglaenge','lungimea_traseului_de_curgere','Length of flow path','Fliessweglänge','[m]','[m]','[m]',ARRAY['kein_Plantyp_definiert']::qgep_od.plantype[],'true','decimal(7,2)','[m]','meter [m], 2 decimal digits','[m]','Meter [m], 2 Dezimalstellen','','','','','','',0,30000);
  INSERT INTO qgep_sys.dictionary_od_field (class_id, attribute_id, table_name, field_name, field_name_en, field_name_de, field_name_fr, field_name_it, field_name_ro, field_description_en, field_description_de, field_description_fr, field_description_it, field_description_ro, field_mandatory, field_visible, field_datatype, field_unit_en, field_unit_description_en, field_unit_de, field_unit_description_de, field_unit_fr, field_unit_description_fr, field_unit_it, field_unit_description_it, field_unit_ro, field_unit_description_ro, field_max, field_min) VALUES (3189,3194,'param_ca_general','flow_path_slope','flow_path_slope','Fliessweggefaelle','P_LIGNE_ECOULEMENT','zzz_Fliessweggefaelle','panta_traseului_de_curgere','Slope of flow path [%o]','Fliessweggefälle [%o]','[%o]','[%o]','[%o]',ARRAY['kein_Plantyp_definiert']::qgep_od.plantype[],'true','smallint','[%o]','permill  [%]','[%o]','Promille [%o]','','','','','','',0,1000);

delta/delta_1.5.8_add_reach_default_coefficient_friction.sql

@@ -0,0 +1,2 @@
+ALTER TABLE qgep_od.reach ADD COLUMN swmm_default_coefficient_of_friction  smallint ;
+COMMENT ON COLUMN qgep_od.reach.swmm_default_coefficient_of_friction IS 'yyy http://www.fsl.orst.edu/geowater/FX3/help/8_Hydraulic_Reference/Mannings_n_Tables.htm /  (1 / N_Manning) value between 0 and 999';

delta/delta_1.5.8_add_reach_hydraulic_load.sql

@@ -0,0 +1,2 @@
+ALTER TABLE qgep_od.reach ADD COLUMN dss2020_hydraulic_load_current smallint;
+COMMENT ON COLUMN qgep_od.reach.dss2020_hydraulic_load_current IS 'Dimensioning of the discharge divided by the normal discharge capacity of the reach [%%]. / Débit de dimensionnement divisé par la capacité d''écoulement normale de la conduite [%%].';

delta/delta_1.5.8_tbl_swmm_coefficient_friction.sql

@@ -0,0 +1,10 @@
+CREATE TABLE qgep_swmm.reach_coefficient_of_friction (fk_material integer, coefficient_of_friction smallint);
+ALTER TABLE qgep_swmm.reach_coefficient_of_friction ADD CONSTRAINT pkey_qgep_vl_reach_coefficient_of_friction_id PRIMARY KEY (fk_material);
+INSERT INTO qgep_swmm.reach_coefficient_of_friction(fk_material) SELECT vsacode FROM qgep_vl.reach_material;
+UPDATE qgep_swmm.reach_coefficient_of_friction SET coefficient_of_friction = (CASE WHEN fk_material IN (5381,5081,3016) THEN 100
+                                                                                    WHEN fk_material IN (2754,3638,3639,3640,3641,3256,147,148,3648,5079,5080,153,2762) THEN 83
+                                                                                    WHEN fk_material IN (2755) THEN 67
+                                                                                    WHEN fk_material IN (5076,5077,5078,5382) THEN 111
+                                                                                    WHEN fk_material IN (3654) THEN 91
+                                                                                    WHEN fk_material IN (154,2761) THEN 71
+                                                                                    ELSE 100 END);

swmm_views/01_vw_swmm_create_schema.sql

@@ -1,2 +1 @@
-DROP SCHEMA IF EXISTS qgep_swmm CASCADE;
 CREATE SCHEMA IF NOT EXISTS qgep_swmm;