Memòria i Annexos - Ajuntament de Palafrugell

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Projecte d’obres d’urbanització del carrer Xaremebeco (Llafranc). Text Refós Annex: Xarxa d’aigües pluvials 5.4. Fitxer de resum de resultats. EPA STORM WATER MANAGEMENT MODEL - VERSION 5.0 (Build 5.0.006) --------------------------------------------------------------- **************** Analysis Options **************** Flow Units ............... LPS Infiltration Method ...... CURVE_NUMBER Flow Routing Method ...... DYNWAVE Starting Date ............ JAN-29-2007 00:00:00 Ending Date .............. JAN-29-2007 15:00:00 Antecedent Dry Days ...... 0.0 Report Time Step ......... 00:01:00 Wet Time Step ............ 00:15:00 Dry Time Step ............ 01:00:00 Routing Time Step ........ 10.00 sec ************* Element Count ************* Number of rain gages ...... 1 Number of subcatchments ... 15 Number of nodes ........... 13 Number of links ........... 12 Number of pollutants ...... 0 Number of land uses ....... 0 **************** Raingage Summary **************** Data Interval Name Data Source Type hours ------------------------------------------------------------ 5 Hietograma_T10 INTENSITY 0.00 ******************** Subcatchment Summary ******************** Name Area Width %Imperv %Slope Rain Gage ------------------------------------------------------------------------- 70 0.10 30.00 60.00 10.0000 5 75 0.14 40.00 60.00 10.0000 5 80 0.16 40.00 60.00 2.0000 5 85 0.21 50.00 60.00 2.0000 5 90 0.20 40.00 60.00 10.0000 5 95 0.15 30.00 30.00 10.0000 5 100 0.12 30.00 60.00 10.0000 5 105 0.03 40.00 95.00 2.0000 5 110 0.04 80.00 95.00 2.0000 5 115 0.03 50.00 95.00 2.0000 5 120 0.05 100.00 95.00 2.0000 5 125 0.03 50.00 95.00 2.0000 5 130 0.03 90.00 95.00 2.0000 5 135 0.03 70.00 95.00 2.0000 5 140 0.03 50.00 95.00 2.0000 5 ************ Node Summary ************ Name Type Invert Depth -------------------------------------------------------- P12 JUNCTION 41.30 2.70 P11 JUNCTION 38.70 2.51 P10 JUNCTION 37.00 1.88 P9 JUNCTION 35.70 1.59 P8 JUNCTION 35.00 1.95 P7 JUNCTION 33.20 2.86 P6 JUNCTION 29.60 2.56 P5 JUNCTION 27.00 2.17 P4 JUNCTION 25.30 1.84 P3 JUNCTION 24.20 1.42 P2 JUNCTION 23.50 1.39 P1 JUNCTION 23.30 1.73 P0 OUTFALL 22.75 0.50 ************ Link Summary ************ Name From Node To Node Type Length %Slope N ------------------------------------------------------------------------------------------ 5 P12 P11 CONDUIT 24 6.1652 0.0160 10 P11 P10 CONDUIT 20 6.1069 0.0160 15 P10 P9 CONDUIT 19 6.8063 0.0160 20 P9 P8 CONDUIT 25 2.7451 0.0160 25 P8 P7 CONDUIT 34 2.9002 0.0160 30 P7 P6 CONDUIT 41 6.8779 0.0160 35 P6 P5 CONDUIT 30 6.0545 0.0160 40 P5 P4 CONDUIT 21 5.8196 0.0160 45 P4 P3 CONDUIT 14 6.3649 0.0160 C3 P3 P2 CONDUIT 15 4.6542 0.0160 C2 P2 P1 CONDUIT 10 1.9783 0.0160 C1 P1 P0 CONDUIT 25 2.1602 0.0160 ********************* Cross Section Summary ********************* Full Full Hyd. Max. Full Conduit Shape Depth Area Rad. Width Flow ------------------------------------------------------------------------------ 5 CIRCULAR 0.40 0.13 0.10 0.40 420.17 10 CIRCULAR 0.40 0.13 0.10 0.40 418.18 15 CIRCULAR 0.40 0.13 0.10 0.40 441.47 20 CIRCULAR 0.40 0.13 0.10 0.40 280.37 25 CIRCULAR 0.40 0.13 0.10 0.40 288.18 30 CIRCULAR 0.40 0.13 0.10 0.40 443.79 35 CIRCULAR 0.40 0.13 0.10 0.40 416.38 40 CIRCULAR 0.40 0.13 0.10 0.40 408.22 45 CIRCULAR 0.40 0.13 0.10 0.40 426.92 C3 CIRCULAR 0.50 0.20 0.13 0.50 661.91 C2 CIRCULAR 0.50 0.20 0.13 0.50 431.54 C1 CIRCULAR 0.50 0.20 0.13 0.50 450.95 ********************* Control Actions Taken ********************* ************************** Volume Depth Runoff Quantity Continuity hectare-m mm ************************** --------- ------- Total Precipitation ...... 0.161 119.204 Evaporation Loss ......... 0.000 0.000 Infiltration Loss ........ 0.040 29.557 Surface Runoff ........... 0.119 87.781 Final Surface Storage .... 0.003 2.180 Continuity Error (%) ..... -0.264 ************************** Volume Volume Flow Routing Continuity hectare-m Mliters ************************** --------- --------- Dry Weather Inflow ....... 0.000 0.000 Wet Weather Inflow ....... 0.118 1.185 Groundwater Inflow ....... 0.000 0.000 RDII Inflow .............. 0.000 0.000 External Inflow .......... 0.000 0.000 External Outflow ......... 0.118 1.185 Surface Flooding ......... 0.000 0.000 Evaporation Loss ......... 0.000 0.000 Initial Stored Volume .... 0.000 0.000 Final Stored Volume ...... 0.000 0.000 Continuity Error (%) ..... 0.008 10
Projecte d’obres d’urbanització del carrer Xaremebeco (Llafranc). Text Refós Annex: Xarxa d’aigües pluvials *************************** Subcatchment Runoff Summary *************************** ---------------------------------------------------------------------------- Total Total Total Total Total Runoff Precip Runon Evap Infil Runoff Coeff Subcatchment mm mm mm mm mm ---------------------------------------------------------------------------- 70 119.204 0.000 0.000 31.674 85.777 0.720 75 119.204 0.000 0.000 31.674 85.774 0.720 80 119.204 0.000 0.000 31.674 85.678 0.719 85 119.204 0.000 0.000 31.674 85.669 0.719 90 119.204 0.000 0.000 31.674 85.749 0.719 95 119.204 0.000 0.000 55.430 61.480 0.516 100 119.204 76.949 0.000 40.524 152.801 0.779 105 119.204 0.000 0.000 3.959 113.829 0.955 110 119.204 0.000 0.000 3.959 113.836 0.955 115 119.204 0.000 0.000 3.959 113.833 0.955 120 119.204 0.000 0.000 3.959 113.836 0.955 125 119.204 0.000 0.000 3.959 113.833 0.955 130 119.204 0.000 0.000 3.959 113.820 0.955 135 119.204 0.000 0.000 3.959 113.811 0.955 140 119.204 0.000 0.000 3.959 113.833 0.955 ---------------------------------------------------------------------------- Totals 119.204 6.840 0.000 29.557 94.613 0.751 ****************** Node Depth Summary ****************** ----------------------------------------------------------------------------- Average Maximum Maximum Time of Max Total Total Depth Depth HGL Occurrence Flooding Minutes Node Meters Meters Meters days hr:min ha-mm Flooded ----------------------------------------------------------------------------- P12 0.01 0.05 41.35 0 06:20 0 0 P11 0.03 0.09 38.79 0 06:20 0 0 P10 0.03 0.09 37.09 0 06:20 0 0 P9 0.05 0.16 35.86 0 06:20 0 0 P8 0.05 0.17 35.17 0 06:20 0 0 P7 0.05 0.17 33.37 0 06:20 0 0 P6 0.06 0.21 29.81 0 06:20 0 0 P5 0.06 0.23 27.23 0 06:20 0 0 P4 0.07 0.25 25.55 0 06:20 0 0 P3 0.07 0.24 24.44 0 06:20 0 0 P2 0.09 0.34 23.84 0 06:20 0 0 P1 0.09 0.33 23.63 0 06:20 0 0 P0 0.09 0.33 23.08 0 06:20 0 0 ******************** Conduit Flow Summary ******************** ---------------------------------------------------------------------------------- Maximum Time of Max Maximum Length Maximum Total Flow Occurrence Velocity Factor /Design Minutes Conduit LPS days hr:min m/sec Flow Surcharged ---------------------------------------------------------------------------------- 5 11.74 0 06:20 1.46 1.00 0.03 0 10 49.79 0 06:20 2.23 1.00 0.12 0 15 49.77 0 06:20 1.45 1.00 0.11 0 20 98.04 0 06:20 1.97 1.00 0.35 0 25 109.44 0 06:20 2.14 1.00 0.38 0 30 168.96 0 06:20 3.29 1.00 0.38 0 35 233.82 0 06:20 3.41 1.00 0.56 0 40 249.45 0 06:20 3.41 1.00 0.61 0 45 300.97 0 06:20 3.68 1.00 0.70 0 C3 312.43 0 06:20 2.62 1.00 0.47 0 C2 351.79 0 06:20 2.50 1.00 0.82 0 C1 352.41 0 06:20 2.54 1.00 0.78 0 *************************** Flow Classification Summary *************************** ---------------------------------------------------------------------------- --- Fraction of Time in Flow Class ---- Avg. Avg. Up Down Sub Sup Up Down Froude Flow Conduit Dry Dry Dry Crit Crit Crit Crit Number Change ---------------------------------------------------------------------------- 5 0.01 0.00 0.00 0.00 0.00 0.00 0.99 1.38 0.0000 10 0.01 0.00 0.00 0.00 0.00 0.00 0.99 1.74 0.0000 15 0.05 0.02 0.00 0.09 0.83 0.00 0.00 1.01 0.0000 20 0.01 0.04 0.00 0.10 0.85 0.00 0.00 1.22 0.0001 25 0.01 0.00 0.00 0.00 0.00 0.00 0.99 1.33 0.0001 30 0.01 0.00 0.00 0.00 0.00 0.00 0.99 2.06 0.0001 35 0.01 0.00 0.00 0.00 0.00 0.00 0.99 1.99 0.0001 40 0.01 0.00 0.00 0.00 0.00 0.00 0.99 1.96 0.0001 45 0.01 0.00 0.00 0.00 0.00 0.00 0.99 2.07 0.0002 C3 0.01 0.00 0.00 0.12 0.88 0.00 0.00 1.31 0.0001 C2 0.01 0.00 0.00 0.11 0.88 0.00 0.00 1.21 0.0002 C1 0.01 0.00 0.00 0.11 0.88 0.00 0.00 1.26 0.0002 ************************* Highest Continuity Errors ************************* Node P1 (0.01%) Node P8 (0.01%) Node P3 (-0.01%) Node P10 (-0.00%) Node P11 (0.00%) *************************** Time-Step Critical Elements *************************** Link C2 (50.59%) ************************* Routing Time Step Summary ************************* Minimum Time Step : 1.76 sec Average Time Step : 6.42 sec Maximum Time Step : 10.00 sec Percent in Steady State : 0.00 Average Iterations per Step : 2.00 11
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Projecte d’obres d’urbanitzaci
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DIAGRAMA DE BARRES. PLANEJAMENT 172
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Memòria i Annexos - Ajuntament de Palafrugell

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