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FLOOD07750
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FLOOD07750
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Last modified
1/25/2010 7:12:41 PM
Creation date
10/5/2006 3:11:06 AM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
448
County
Arapahoe
Community
Unincorporated Arapahoe County
Stream Name
Big Dry Creek
Basin
South Platte
Title
Flood Hazard Area Delineation - Big Dry Creek & Tributaries
Date
11/1/1996
Designation Date
3/1/1997
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />- - - - - - - - - - - - - - - - - - - <br /> TABLE III-3 (cont) <br /> SWMM ROUTING ELEMENT PARAMETERS <br /> OVERBANK! <br /> WIDTH INVERT SIDE SLOPES SURCHARGE <br />GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE H. TO V. MANNING'S DEPTH JK <br />NUMBER CONNECTION (FT) (FT) (FT!FT) L R N (FT) <br />----------------------- ------------------------------------------------------------------------------------------------------------- <br />130 132 0 1 CHANNEL 12.0 2500. .0340 3.0 3.0 .075 20.00 0 <br />132 134 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />134 135 0 1 CHANNEL 12.0 2900. .0220 3.0 3.0 .075 20.00 0 <br />135 144 0 3 12.0 1. .0010 3.0 3,0 .075 20.00 0 <br />136 13a 0 1 CHANNEL 12.0 3000. .0220 3.0 3.0 .075 20.00 0 <br />13a 140 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />140 142 0 1 CHANNEL 12.0 1700. .0240 3.0 3.0 .075 20.00 0 <br />142 144 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />144 146 0 1 CHANNEL 12.0 1400. .0210 3.0 3.0 .075 20.00 0 <br />146 148 0 3 12.0 1. ,DOlO 3.0 3.0 .075 20.00 0 <br />148 150 0 3 12.0 1. .0010 3.0 3.0 .065 20.00 0 <br />150 152 0 1 CHANNEL 12.0 2300. .0130 3.0 3.0 .065 20.00 0 <br />152 154 0 3 12.0 1. .0010 3.0 3.0 .065 20.00 0 <br />154 156 0 1 CHANNEL 12.0 4200. .0130 3.0 3.0 .065 20.00 0 <br />156 158 0 3 12.0 1. .0010 3.0 3.0 .065 20.00 0 <br />158 160 0 3 12.0 1. .0010 3.0 3.0 .055 20.00 0 <br />160 162 0 1 CHANNEL 12.0 1400. ,0250 3.0 3.0 .055 20.00 0 <br />162 176 0 3 12.0 1. .0010 3.0 3.0 .055 20.00 0 <br />164 166 0 1 CHANNEL 12.0 1500. .0230 3.0 3.0 .075 20.00 0 <br />166 168 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />168 169 0 1 CIIl\NNEL 12.0 1900. .0180 3.0 3.0 .075 20.00 0 <br />169 170 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />170 171 0 1 CHANNEL 12.0 1400. .01ao 3.0 3.0 .075 20.00 0 <br />171 172 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />172 174 0 1 CHANNEL 12.0 2100. .0140 3.0 3.0 .075 20.00 0 <br />174 176 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />176 17a 8 2 PIPE .1 1. .0100 .0 .0 .055 .10 0 <br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW <br /> .0 .0 4.6 580.0 21. 7 870.0 54.6 1085.0 113.0 1264.0 212.0 1421. 0 <br /> 362.0 1562.0 557.0 16B6.0 <br />178 187 0 1 CHANNEL 12.0 900. .0110 3.0 3.0 .055 20.00 0 <br />180 182 0 2 PIPE 7.0 1600. .0270 .0 .0 .020 7.00 0 <br />182 184 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />184 186 0 2 PIPE 8.5 2100. .0300 .0 .0 .020 8.50 0 <br />186 1a7 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />187 188 0 3 12.0 1. .0010 3.0 3.0 .055 20.00 0 <br />188 29 0 1 CHANNEL 12.0 2400. .0210 3.0 3.0 .055 20.00 0 <br />200 202 0 1 CIIl\NNEL 12.0 3800. .0200 3.0 3.0 .075 20.00 0 <br />202 204 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />204 29 0 5 PIPE 5.5 1500. .0200 .0 .0 .020 5.50 0 <br /> <br /> TABLE III-3 (cont) <br /> SWMM ROUTING ELEMENT PARAMETERS <br /> OVERBANK! <br /> WIDTH INVERT SIDE SLOPES SURCHARGE <br />GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE H. TO V. MANNING'S DEPTH JK <br />NUMBER CONNECTION (FT) 1FT) (FT!FT) L R N (FT) <br />------------------------------------------------------------------------------------------------------------------------------------ <br /> OVERFLOW 12.0 1500. .0200 3.0 3.0 .075 20.00 <br />190 29 0 2 PIPE 4.0 2700. .0400 .0 .0 .020 4.00 0 <br /> 29 189 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />189 192 0 1 CHANNEL 12.0 1400. .0180 3.0 3.0 .075 20.00 0 <br />192 193 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />191 193 0 3 12.0 1. .0010 3.0 3.0 .055 20.00 0 <br />193 194 0 3 12.0 1. .0010 3.0 3.0 .055 20.00 0 <br />194 9 0 1 CHANNEL 12.0 1900. .0080 3.0 3.0 .055 20.00 0 <br /> 9 13 0 3 12.0 1. .0010 3.0 3.0 .055 20.00 0 <br /> 13 195 0 1 CHANNEL 12.0 2200. .0110 3.0 3.0 .055 20.00 0 <br />195 196 0 3 12.0 1. .0010 3.0 3.0 .055 20.00 0 <br />196 198 0 3 12.0 1. .0010 3.0 3.0 .055 20.00 0 <br />198 199 0 1 CHANNEL 12.0 800. .0250 3.0 3.0 .055 20.00 0 <br />199 236 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />206 208 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />208 210 0 1 CHANNEL 12.0 2200. .01BO 3,0 3.0 .075 20.00 0 <br />210 212 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />212 217 0 1 CHANNEL 12.0 1700. .0150 3.0 3.0 .075 20.00 0 <br />214 3 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br /> 3 7 0 1 CHANNEL 12.0 1000. .0200 3.0 3.0 .075 20.00 0 <br />215 5 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br /> 5 7 0 1 CIIl\NNEL 12.0 800. .0250 3.0 3.0 .075 20.00 0 <br /> 7 216 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />216 217 0 1 CHANNEL 12.0 1200. .0170 3.0 3.0 .075 20.00 0 <br />217 218 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />218 220 9 2 PIPE .1 1. .0100 .0 .0 .075 .10 0 <br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW <br /> .0 .0 .8 88.0 2.5 130.0 5.6 190.0 10.0 220.0 16.2 260.0 <br /> 24.5 290.0 33.9 310.0 63.1 350.0 <br />220 221 0 1 CHANNEL 12.0 1300. .0150 3.0 3.0 .075 20.00 0 <br />221 222 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />222 223 0 1 CHANNEL 12.0 1800. .0170 3.0 3.0 .075 20.00 0 <br />223 224 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />224 225 6 2 PIPE .1 1. .0100 .0 .0 .075 .10 0 <br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW <br /> .0 .0 .4 65.0 1.5 1.3 3.3 280.0 7.7 430.0 12.0 650.0 <br />225 226 0 1 CIIl\NNEL 12.0 2000. .0230 3.0 3.0 .075 20.00 0 <br />226 228 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />228 229 0 1 CHANNEL 12.0 1200. .0210 3.0 3.0 .075 20.00 0 <br />229 230 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />I <br />CO <br />
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