DISEÑO DE SISTEMAS DE LAMINACIÓN DE AGUAS PLUVIALES
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1 DISEÑO DE SISTEMAS DE LAMINACIÓN DE AGUAS PLUVIALES Juan José de la Torre Suñé SENER, INGENIERÍA A Y SISTEMAS, S.A. SENER Ingeniería y Sistemas S.A Pagina 1
2 Grupo de Ingeniería, S.A. GRUPO GRUPO CIFRAS PROVISIONALES 2008 VENTAS CONSOLIDADAS 921 M BDI ATRIBUIDO 47,4 M PERSONAS VENTAS FUERA ESPAÑA 67 % PROPIEDAD 100 % PRIVADA VALORES DISTINTIVOS INNOVACIÓN CALIDAD INDEPENDENCIA SENER Grupo de Ingeniería, S.A. Getxo, 2009 Áreas de Negocio Área de Ingeniería Unidades Estratégicas de Negocio Área de Industria Aeroespacial Área de Energía y Medio Ambiente
3 Ingeniería y Sistemas S.A. ÁREA DE INGENIERÍA SENER INGENIERÍA Y SISTEMAS INSTALACIONES Las Arenas Tres Cantos Vizcaya Madrid Barcelona Valencia Sevilla Lisboa Buenos Aires Okayama México DF Varsovia Argel San Francisco Laboratorio de electrónica Centro de integración y ensayos Control y Ensayo de Vibraciones Salas blancas SENER Grupo de Ingeniería, S.A. Getxo, 2009 Áreas de Negocio Área de Ingeniería Unidades Estratégicas de Negocio Área de Industria Aeroespacial Área de Energía y Medio Ambiente
4 DISCHARGE Post-Development Stream Hydrology Pre-Development Stream Hydrology TIME
5 Prepared for
6 Pioggia Tempo Ietogramma Portate Concentrazioni Pollutogramma Tempo Controllo piene Idrogramma Controllo dell inquinamento
7
8 Source: MWCOG, Design of Stormwater Wetland Systems: 1992.
9 Salinity 3% Oxygen Demand 3% Acidity 4% Toxics 3% Pathogens 2% Pesticides 1% Figure 2-2: Primary Types of Non-Point Source Pollution in Lakes in the United States (Source: USDA, 1991) Physical Habitat Alteration 4% Nutrients 58% Sediment 22%
10 Sod Filter Gravel Stormwater Detention Volume Two Perforated Overflow Collection Lines BMP Water Quality Volume Sediment Sediment Aggregate Bottom Sand Filter Sediment Three Corrugated Metal Perforated Pipes Geotextile Filter Fabric (Mirafi 700X or Equivalent)
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12 Sistema separato perfetto e senza inquinamento delle superfici (non necessità di vasche di prima pioggia) Sistema misto Vasca volano infiltrazione se compatibile Vasca di prima pioggia infiltrazione se compatibile Vasca di prima pioggia e vasca volano
13 ventilazione Pozzetto di ispezione livello max sfioratore Tubo d entrata Regolatore di flusso Tubo d uscita
14 "B" Location of float ele Location of float ele SUMP SUMP 2000 Influent Sewer 1650 mm Diameter 1650 CELL # 1 SLOPE = 2 % SLOPE = 2 % CELL # 1 CELL # 2 SLOPE = 2 % SLOPE = 2 % CELL # "A" "A" mm Diameter Sewer Location of float ele "B" Location of float ele ALL DIMENSIONS SHOWN ARE IN mm
15
16 Section "A" Storage Volume Adjustment Pipe Flushwater Storage Area Flushwater Supply Pipe Flushing Gate (typ.) "A" 2 % 2 % 2 % 2 % 2 % 2 % 2 % "A" Training Wall Sump 3.7 % 3.7 % Sump Plan View 30.5
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19 Effect of site controls (detention ponds) Flow Developed conditions without controls Developed conditions with controls Pre-development conditions Time 45
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27 16b_v2 Plan: plan 16b_v2 5/21/2009 Legend WS 10FEB Ground Bank Sta Ground
28 FIN MUCHAS GRACIAS POR SU ATENCIÓN
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