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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 1FT) <br />------------------------- ---------------------------~------------------------------------------------------------------------------- <br />230 231 12 2 P1PE .1 1. .0100 .0 .0 .075 .10 0 <br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW <br /> .0 .0 .1 120,0 .5 240.0 1.3 390.0 2.0 450.0 6.7 620.0 <br /> 9.9 700.0 14.1 750.0 18.4 800.0 22.0 850.0 25.6 900.0 27.4 950.0 <br />231 232 0 1 CHANNEL 12.0 1200. .0170 3.0 3.0 .075 20.00 0 <br />232 236 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />236 238 0 3 12.0 1. .0010 3.0 3.0 .050 20.00 0 <br />238 240 0 1 CHANNEL 12.0 2600. .0120 3.0 3.0 ,050 20.00 0 <br />240 242 0 3 12.0 1. .0010 3.0 3.0 .050 20.00 0 <br />242 244 0 3 12.0 1. .0010 3.0 3.0 .050 20.00 0 <br />244 260 0 1 CHANNEL 12.0 3300. .0090 3.0 3.0 .050 20.00 0 <br />246 247 0 1 CHANNEL 12.0 1900. .0260 3.0 3.0 .075 20.00 0 <br />247 248 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />248 249 10 2 PIPE ,1 1. .0100 .0 .0 .075 .10 0 <br /> RESERVOIR STORAGE IN ACRE-FEET VB SPILLWAY OUTFLOW <br /> .0 .0 .6 36.2 2.4 51. 2 4.6 62.7 7.0 72.4 9.9 141.2 <br /> 13.1 253.9 16.7 270.3 20.7 285.7 25.2 300.4 <br />249 250 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />250 252 0 1 CHANNEL 12.0 2100. .0230 3.0 3.0 .075 20.00 0 <br />252 253 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />253 30 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br /> 30 254 8 2 PIPE .1 1. .0100 .0 .0 .075 .10 0 <br /> RESERVOIR STORAGE iN ACRE-FEET VS SPILLWAY OUTFLOW <br /> .0 .0 .4 105.0 .8 108.0 5.2 110.0 13.9 115.0 31.2 120.0 <br /> 48.6 126.0 69.4 131.0 <br />254 256 0 1 CHANNEL 12.0 1800. .0150 3.0 3.0 .075 20.00 0 <br /> 17 256 0 1 CHANNEL 12.0 1200. .0380 3.0 3.0 .075 20.00 0 <br />256 258 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />258 260 0 1 CHANNEL 12.0 1700. .0380 3.0 3.0 .075 20.00 0 <br />260 262 0 3 12.0 1. .0010 3.0 3.0 .050 20.00 0 <br />262 268 0 1 CHANNEL 12.0 1700. .0110 3.0 3.0 .050 20.00 0 <br />264 266 0 1 CHANNEL 12.0 1600. .0340 3.0 3.0 .075 20.00 0 <br />266 267 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br />267 268 0 1 CHANNEL 12.0 700. .0500 3.0 3.0 .075 20.00 0 <br />268 269 0 3 12.0 1. .0010 3.0 3.0 .050 20.00 0 <br />269 272 0 1 CHANNEL 12.0 1700. .0880 3.0 3.0 .050 20.00 0 <br />271 272 0 1 CHANNEL 12.0 900. .0110 3.0 3.0 .075 20.00 0 <br />259 272 0 1 CHANNEL 12.0 900. .0560 3.0 3.0 .075 20.00 0 <br />270 272 0 1 CHANNEL 12.0 2000. .0420 3.0 3.0 .075 20.00 0 <br />272 274 0 3 12.0 1. .0010 3.0 3.0 .050 20.00 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 /> 273 274 0 1 CHANNEL 12.0 1000. .0450 3.0 3.0 .075 20.00 0 <br /> 274 276 0 3 12.0 1. .0010 3.0 3.0 .050 20.00 0 <br /> 276 278 0 1 CHANNEL 12.0 2900. .0070 3.0 3.0 .050 20.00 0 <br /> 278 302 0 3 12.0 1. .0010 3.0 3.0 .050 20.00 0 <br /> 280 281 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br /> 281 282 10 2 PIPE .1 1. .0100 .0 .0 .075 .10 0 <br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW <br /> .0 .0 .3 25.4 1.1 32.8 2.3 38.8 3. 8 44.0 5.5 48.6 <br /> 7.6 68.4 9.8 158.2 12.2 215.0 14.6 496.0 <br /> 282 286 0 1 CHANNEL 12.0 1200. .0290 3.0 3.0 .075 20.00 0 <br /> 286 287 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br /> 283 287 0 1 CHANNEL 12.0 1200. .0210 3.0 3.0 .075 20.00 0 <br /> 287 288 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br /> 288 292 0 1 CHANNEL 12.0 2400. .0250 3.0 3.0 .0'75 20.00 0 <br /> 290 292 0 1 CHANNEL 12.0 1500. .0300 3.0 3.0 .075 20.00 0 <br /> 292 294 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br /> 294 296 0 1 CHANNEL 12.0 1300. .0190 3.0 3.0 .075 20.00 0 <br /> 296 297 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br /> 297 298 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br /> 298 300 0 1 CHANNEL 12.0 1800. .0170 3.0 3.0 .075 20.00 0 <br /> 300 302 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br /> 302 304 0 3 12.0 1. .0010 3.0 3.0 .050 20.00 0 <br /> 304 30S 0 1 CHANNEL 12.0 3200. .0090 3.0 3.0 .050 20.00 0 <br /> 305 326 0 3 12.0 1. .0010 3.0 3.0 .050 20.00 0 <br /> 306 30a 0 1 CHANNEL 12.0 1200. .0290 3.0 3.0 .075 20.00 0 <br /> 308 310 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br /> 310 312 0 1 CHANNEL 12.0 2400. .0230 3.0 3.0 .075 20.00 0 <br /> 312 314 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br /> 314 316 0 1 CHANNEL 12.0 900. .0220 3.0 3.0 .075 20.00 0 <br /> 316 318 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br /> 318 320 0 1 CHANNEL 12.0 2900. .0190 3.0 3.0 .075 20.00 0 <br /> 319 320 0 1 CHANNEL 12.0 1100. .0410 3.0 3.0 .075 20.00 0 <br /> 320 322 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br /> 322 324 0 1 CHANNEL 12.0 1800. .0220 3.0 3.0 .075 20.00 0 <br /> 324 326 0 3 12.0 1. .0010 3.0 3.0 .075 20.00 0 <br /> 326 328 0 3 12.0 1. .0010 3.0 3.0 .050 20.00 0 <br /> 328 329 0 1 CHANNEL 12.0 1400. .0070 3.0 3.0 .050 20.00 0 <br /> 329 330 0 3 12.0 1. .0010 3.0 3.0 .050 20.00 0 <br /> 330 332 0 1 CHANNEL 12.0 600. .0170 3.0 3.0 .050 20.00 0 <br />- 331 332 0 1 CHANNEL 12.0 900. .0720 3.0 3.0 .050 20.00 0 <br />T <br />.... <br />0 <br />
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