Final Baseline Hydrology Report - October 2012 - Urban Drainage ...
Final Baseline Hydrology Report - October 2012 - Urban Drainage ...
Final Baseline Hydrology Report - October 2012 - Urban Drainage ...
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
Sanderson Gulch Major <strong>Drainage</strong>way Plan<br />
<strong>Baseline</strong> <strong>Hydrology</strong> <strong>Report</strong> <strong>October</strong> <strong>2012</strong><br />
Table B‐7 EPA SWMM 5.0 Output<br />
EPA STORM WATER MANAGEMENT MODEL - VERSION 5.0 (Build 5.0.022)<br />
--------------------------------------------------------------<br />
*********************************************************<br />
NOTE: The summary statistics displayed in this report are<br />
based on results found at every computational time step,<br />
not just on results from each reporting time step.<br />
*********************************************************<br />
****************<br />
Analysis Options<br />
****************<br />
Flow Units ............... CFS<br />
Process Models:<br />
Rainfall/Runoff ........ NO<br />
Snowmelt ............... NO<br />
Groundwater ............ NO<br />
Flow Routing ........... YES<br />
Ponding Allowed ........ NO<br />
Water Quality .......... NO<br />
Flow Routing Method ...... KINWAVE<br />
Starting Date ............ AUG-01-<strong>2012</strong> 00:00:00<br />
Ending Date .............. AUG-02-<strong>2012</strong> 06:00:00<br />
Antecedent Dry Days ...... 0.0<br />
<strong>Report</strong> Time Step ......... 00:05:00<br />
Routing Time Step ........ 300.00 sec<br />
*************<br />
Element Count<br />
*************<br />
Number of rain gages ...... 0<br />
Number of subcatchments ... 0<br />
Number of nodes ........... 135<br />
Number of links ........... 134<br />
Number of pollutants ...... 0<br />
Number of land uses ....... 0<br />
************<br />
Node Summary<br />
************<br />
Invert Max. Ponded External<br />
Name Type Elev. Depth Area Inflow<br />
------------------------------------------------------------------------------<br />
1101 JUNCTION 5241.96 12.00 0.0<br />
1102T JUNCTION 5256.00 12.00 0.0<br />
1103 JUNCTION 5284.00 5.00 0.0<br />
1103T JUNCTION 5273.00 12.00 0.0<br />
1104 JUNCTION 5274.00 12.00 0.0<br />
1105 JUNCTION 5330.00 5.00 0.0<br />
1106T JUNCTION 5278.19 12.00 0.0<br />
1107 JUNCTION 5308.00 5.00 0.0<br />
1108T JUNCTION 5296.54 16.00 0.0<br />
1109 JUNCTION 5310.00 5.00 0.0<br />
1110 JUNCTION 5354.00 5.00 0.0<br />
1111 JUNCTION 5338.00 5.00 0.0<br />
1112 JUNCTION 5318.00 14.00 0.0<br />
1113 JUNCTION 5340.00 5.00 0.0<br />
1114T JUNCTION 5322.91 14.00 0.0<br />
1115 JUNCTION 5362.00 5.00 0.0<br />
1116 JUNCTION 5384.00 5.00 0.0<br />
1117 JUNCTION 5384.00 5.00 0.0<br />
1120 JUNCTION 5394.00 5.00 0.0<br />
1121 JUNCTION 5410.00 5.00 0.0<br />
1122 JUNCTION 5404.00 5.00 0.0<br />
1123 JUNCTION 5420.00 5.00 0.0<br />
1124T JUNCTION 5344.06 14.00 0.0<br />
1125 JUNCTION 5380.00 5.00 0.0<br />
1126 JUNCTION 5398.00 5.00 0.0<br />
1127 JUNCTION 5400.00 5.00 0.0<br />
1128 JUNCTION 5418.00 5.00 0.0<br />
1129 JUNCTION 5422.00 5.00 0.0<br />
1130 JUNCTION 5428.00 5.00 0.0<br />
1131 JUNCTION 5438.00 5.00 0.0<br />
1133 JUNCTION 5450.00 5.00 0.0<br />
1134 JUNCTION 5498.00 5.00 0.0<br />
1135 JUNCTION 5494.00 5.00 0.0<br />
1136T JUNCTION 5366.00 10.00 0.0<br />
1137 JUNCTION 5436.00 0.00 0.0<br />
1137T JUNCTION 5432.00 1.50 0.0<br />
1138 JUNCTION 5452.00 0.00 0.0<br />
1139 JUNCTION 5454.00 0.00 0.0<br />
1140T JUNCTION 5377.00 10.00 0.0<br />
1141 JUNCTION 5420.00 5.00 0.0<br />
1143 JUNCTION 5456.00 5.00 0.0<br />
1143T JUNCTION 5386.00 12.00 0.0<br />
1144T JUNCTION 5393.72 12.00 0.0<br />
1145T JUNCTION 5405.56 12.00 0.0<br />
1146 JUNCTION 5440.00 5.00 0.0<br />
1147 JUNCTION 5466.00 5.00 0.0<br />
1148 JUNCTION 5428.00 0.00 0.0<br />
1148T JUNCTION 5426.00 5.00 0.0<br />
1149 JUNCTION 5444.00 5.00 0.0<br />
1150 JUNCTION 5482.00 5.00 0.0<br />
1151 JUNCTION 5440.00 5.00 0.0<br />
1152 JUNCTION 5480.00 5.00 0.0<br />
1153 JUNCTION 5480.00 5.00 0.0<br />
1155 JUNCTION 5506.00 5.00 0.0<br />
1156 JUNCTION 5510.00 0.00 0.0<br />
1157 JUNCTION 5434.00 12.00 0.0<br />
1158 JUNCTION 5464.00 5.00 0.0<br />
1159 JUNCTION 5476.00 5.00 0.0<br />
1160 JUNCTION 5492.00 5.00 0.0<br />
1161 JUNCTION 5514.00 5.00 0.0<br />
1162A JUNCTION 5458.46 6.00 0.0<br />
1162T JUNCTION 5435.00 12.00 0.0<br />
1163 JUNCTION 5462.00 0.00 0.0<br />
1163T JUNCTION 5460.00 6.00 0.0<br />
1164 JUNCTION 5480.00 5.00 0.0<br />
1165 JUNCTION 5500.00 5.00 0.0<br />
1166 JUNCTION 5518.00 5.00 0.0<br />
1167T JUNCTION 5499.42 10.00 0.0<br />
1168 JUNCTION 5520.00 5.00 0.0<br />
1169T JUNCTION 5548.00 7.00 0.0<br />
1170 JUNCTION 5578.00 0.00 0.0<br />
1170T JUNCTION 5574.19 7.00 0.0<br />
1171T JUNCTION 5583.12 10.00 0.0<br />
1172 JUNCTION 5620.00 0.00 0.0<br />
1172T JUNCTION 5600.00 4.00 0.0<br />
1173 JUNCTION 5660.00 0.00 0.0<br />
1174 JUNCTION 5666.00 5.00 0.0<br />
1175 JUNCTION 5680.00 3.58 0.0<br />
1176 JUNCTION 5552.00 5.00 0.0<br />
1177 JUNCTION 5580.00 5.00 0.0<br />
1178 JUNCTION 5608.00 5.00 0.0<br />
1179 JUNCTION 5626.00 5.00 0.0<br />
1180 JUNCTION 5644.00 5.00 0.0<br />
1181 JUNCTION 5652.00 0.00 0.0<br />
1182 JUNCTION 5625.00 5.00 0.0<br />
1183 JUNCTION 5635.00 5.00 0.0<br />
1201 JUNCTION 5451.23 10.00 0.0<br />
1202T JUNCTION 5472.50 8.00 0.0<br />
1204 JUNCTION 5522.00 5.00 0.0<br />
1204T JUNCTION 5496.00 6.00 0.0<br />
1205T JUNCTION 5508.00 6.00 0.0<br />
Appendix B – Hydrologic Analysis