Memòria i Annexos - Ajuntament de Palafrugell

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)
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Analysis Options
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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
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Element Count
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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
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Raingage Summary
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Data Interval
Name Data Source Type hours
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5 Hietograma_T10 INTENSITY 0.00
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Subcatchment Summary
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Name Area Width %Imperv %Slope Rain Gage
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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
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Node Summary
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Name Type Invert Depth
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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
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Link Summary
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Name From Node To Node Type Length %Slope N
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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
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Cross Section Summary
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Full Full Hyd. Max. Full
Conduit Shape Depth Area Rad. Width Flow
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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
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Control Actions Taken
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************************** Volume Depth
Runoff Quantity Continuity hectare-m mm
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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
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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
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