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 Input<br />
[TITLE]<br />
[OPTIONS]<br />
FLOW_UNITS CFS<br />
INFILTRATION HORTON<br />
FLOW_ROUTING KINWAVE<br />
START_DATE 08/01/<strong>2012</strong><br />
START_TIME 00:00:00<br />
REPORT_START_DATE 08/01/<strong>2012</strong><br />
REPORT_START_TIME 00:00:00<br />
END_DATE 08/02/<strong>2012</strong><br />
END_TIME 06:00:00<br />
SWEEP_START 01/01<br />
SWEEP_END 12/31<br />
DRY_DAYS 0<br />
REPORT_STEP 00:05:00<br />
WET_STEP 00:05:00<br />
DRY_STEP 01:00:00<br />
ROUTING_STEP 0:05:00<br />
ALLOW_PONDING NO<br />
INERTIAL_DAMPING PARTIAL<br />
VARIABLE_STEP 0.75<br />
LENGTHENING_STEP 0<br />
MIN_SURFAREA 0<br />
NORMAL_FLOW_LIMITED BOTH<br />
SKIP_STEADY_STATE NO<br />
FORCE_MAIN_EQUATION H-W<br />
LINK_OFFSETS DEPTH<br />
MIN_SLOPE 0<br />
[FILES]<br />
USE INFLOWS "Sanderson MDP_<strong>2012</strong>_100yr.txt"<br />
[EVAPORATION]<br />
;;Type Parameters<br />
;;---------- ----------<br />
CONSTANT 0.0<br />
DRY_ONLY NO<br />
[JUNCTIONS]<br />
;; Invert Max. Init. Surcharge Ponded<br />
;;Name Elev. Depth Depth Depth Area<br />
;;-------------- ---------- ---------- ---------- ---------- ----------<br />
1101 5241.96 0 0 0 0<br />
1102T 5256 0 0 0 0<br />
1103 5284 0 0 0 0<br />
1103T 5273 0 0 0 0<br />
1104 5274 0 0 0 0<br />
1105 5330 0 0 0 0<br />
1106T 5278.19 0 0 0 0<br />
1107 5308 0 0 0 0<br />
1108T 5296.54 0 0 0 0<br />
1109 5310 0 0 0 0<br />
1110 5354 0 0 0 0<br />
1111 5338 0 0 0 0<br />
1112 5318 0 0 0 0<br />
1113 5340 0 0 0 0<br />
1114T 5322.91 0 0 0 0<br />
1115 5362 0 0 0 0<br />
1116 5384 0 0 0 0<br />
1117 5384 0 0 0 0<br />
1120 5394 0 0 0 0<br />
1121 5410 0 0 0 0<br />
1122 5404 0 0 0 0<br />
1123 5420 0 0 0 0<br />
1124T 5344.06 0 0 0 0<br />
1125 5380 0 0 0 0<br />
1126 5398 0 0 0 0<br />
1127 5400 0 0 0 0<br />
1128 5418 0 0 0 0<br />
1129 5422 0 0 0 0<br />
1130 5428 0 0 0 0<br />
1131 5438 0 0 0 0<br />
1133 5450 0 0 0 0<br />
1134 5498 0 0 0 0<br />
1135 5494 0 0 0 0<br />
1136T 5366 0 0 0 0<br />
1137 5436 0 0 0 0<br />
1137T 5432 0 0 0 0<br />
1138 5452 0 0 0 0<br />
1139 5454 0 0 0 0<br />
1140T 5377 0 0 0 0<br />
1141 5420 0 0 0 0<br />
1143 5456 0 0 0 0<br />
1143T 5386 0 0 0 0<br />
1144T 5393.72 0 0 0 0<br />
1145T 5405.56 0 0 0 0<br />
1146 5440 0 0 0 0<br />
1147 5466 0 0 0 0<br />
1148 5428 0 0 0 0<br />
1148T 5426 0 0 0 0<br />
1149 5444 0 0 0 0<br />
1150 5482 0 0 0 0<br />
1151 5440 0 0 0 0<br />
1152 5480 0 0 0 0<br />
1153 5480 0 0 0 0<br />
1155 5506 0 0 0 0<br />
1156 5510 0 0 0 0<br />
1157 5434 0 0 0 0<br />
1158 5464 0 0 0 0<br />
1159 5476 0 0 0 0<br />
1160 5492 0 0 0 0<br />
1161 5514 0 0 0 0<br />
1162A 5458.46 0 0 0 0<br />
1162T 5435 0 0 0 0<br />
1163 5462 0 0 0 0<br />
1163T 5460 0 0 0 0<br />
1164 5480 0 0 0 0<br />
1165 5500 0 0 0 0<br />
1166 5518 0 0 0 0<br />
1167T 5499.42 0 0 0 0<br />
1168 5520 0 0 0 0<br />
1169T 5548 0 0 0 0<br />
1170 5578 0 0 0 0<br />
1170T 5574.19 0 0 0 0<br />
1171T 5583.12 0 0 0 0<br />
1172 5620 0 0 0 0<br />
1172T 5600 0 0 0 0<br />
1173 5660 0 0 0 0<br />
1174 5666 0 0 0 0<br />
1175 5680 0 0 0 0<br />
1176 5552 0 0 0 0<br />
1177 5580 0 0 0 0<br />
1178 5608 0 0 0 0<br />
1179 5626 0 0 0 0<br />
1180 5644 0 0 0 0<br />
1181 5652 0 0 0 0<br />
1182 5625 0 0 0 0<br />
1183 5635 0 0 0 0<br />
1201 5451.23 0 0 0 0<br />
1202T 5472.5 0 0 0 0<br />
1204 5522 0 0 0 0<br />
1204T 5496 0 0 0 0<br />
1205T 5508 0 0 0 0<br />
1206 5544 0 0 0 0<br />
1208 5588 0 0 0 0<br />
1208T 5582 0 0 0 0<br />
1209 5584 0 0 0 0<br />
Appendix B – Hydrologic Analysis
Change language