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FLOOD10505
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Entry Properties
Last modified
1/26/2010 10:13:34 AM
Creation date
11/9/2007 10:17:41 AM
Metadata
Fields
Template:
Floodplain Documents
County
Morgan
Community
Brush
Basin
South Platte
Title
Brush - Storm Drainage Master Plan
Date
7/19/2006
Prepared For
Brush
Prepared By
Nolte Associates, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Brush NoltelO 2Sroute.OUT <br />1 0250 35 23. 16.02 1 1110 135 11. - .48-' 1 1930 235 O. .00 <br />1 0255 36 23. 15.88 1 1115 136 9. .41' 1 1935 236 O. .00 <br />1 0300 37 23. 15.74 1 1120 137 8. .35' 1 1940 237 O. .00 <br />1 0305 38 23. 15.60 1 1125 138 7. .30 1 1945 238 O. .00 <br />1 0310 39 23. 15.45 1 1130 139 6. .25 1 1950 239 O. .00 <br />1 0315 40 23. 15.30 1 1135 140 5. .22 1 1955 240 O. .00 <br />1 0320 41 23. 15.14 1 1140 141 4. .18 1 2000 241 O. .00 <br />1 0325 42 23. 14.99 1 1145 142 4. .16 1 2005 242 O. .00 <br />1 0330 43 23. 14.83' 1 1150 143 3. .13 1 2010 243 O. .00 <br />1 0335 44 23. 14.67" 1 1155 144 3. .11 1 2015 244 Q. .00 <br />1 0340 45 23. 14.52' 1 1200 145 2. .10 1 2020 245 O. .00 <br />1 0345 46 23. 14.36' 1 1205 146 2. .08 1 2025 246 O. .00 <br />1 0350 47 23. 14.20. 1 1210 147 2. .07 1 2030 247 O. .00 <br />1 0355 48 23. 14.04' 1 1215 148 1. .06 1 2035 248 O. .00 <br />1 0400 49 23. 13.88' 1 1220 149 1. .05 1 2040 249 O. .00 <br />1 0405 50 23. 13.72' 1 1225 150 1. .04 1 2045 250 o. .00 <br />1 0410 51 23. 13.57' 1 1230 151 1. .04 1 2050 251 O. .00 <br />1 0415 52 23. 13.41' 1 1235 152 1. .03 1 2055 252 o. .00 <br />1 0420 53 23. 13.25' 1 1240 153 1. .03 1 2100 253 O. .00 <br />1 0425 54 23. 13.09' 1 1245 154 1. .02 1 2105 254 O. .00 <br />1 0430 55 23. 12.93' 1 1250 155 O. .02 1 2110 255 O. .00 <br />1 0435 56 23. 12.77' 1 1255 156 O. .02 1 2115 256 O. .00 <br />1 0440 57 23. 12.61" 1 1300 157 O. .01 1 2120 257 Q. .00 <br />1 0445 58 23. 12.46' 1 1305 158 O. .01 1 2125 258 O. .00 <br />1 0450 59 23. 12.30' 1 1310 159 O. .01 1 2130 259 O. .00 <br />1 0455 60 23. 12.14. 1 1315 160 O. .01 1 2135 260 O. .00 <br />1 0500 61 23. 11.98' 1 1320 161 O. .01 1 2140 261 O. .00 <br />1 0505 62 23. 11.82' 1 1325 162 O. .01 1 2145 262 O. .00 <br />1 0510 63 23. 11.66' 1 1330 163 O. .01 1 2150 263 O. .00 <br />1 0515 64 23. 11.51' 1 1335 164 O. .00 1 2155 264 O. .00 <br />1 0520 65 23. 11.35' 1 1340 165 O. .00 1 2200 265 O. .00 <br />1 0525 66 23. 11.19' 1 1345 166 O. .00 1 2205 266 O. .00 <br />1 0530 67 23. 11.03' 1 1350 167 O. .00 1 2210 267 O. .00 <br />1 0535 68 23. 10.87' 1 1355 168 O. .00 1 2215 268 O. .00 <br />1 0540 69 23. 10.71' 1 1400 169 O. .00 1 2220 269 O. .00 <br />1 0545 70 23. 10.56' 1 1405 170 O. .00 1 2225 270 O. .00 <br />1 0550 71 23. 10.40' 1 1410 171 O. .00 1 2230 271 O. .00 <br />1 0555 72 23. 10.24' 1 1415 172 O. .00 1 2235 272 O. .00 <br />1 0600 73 23. 10.08. 1 1420 173 O. .00 1 2240 273 O. .00 <br />1 0605 74 23. 9.92' 1 1425 174 O. .00 1 2245 274 O. .00 <br />1 0610 75 23. 9.76' 1 1430 175 O. .00 1 2250 275 O. .00 <br />1 0615 76 23. 9.61. 1 1435 176 O. .00 1 2255 276 O. .00 <br />1 0620 77 23. 9.45' 1 1440 177 O. .00 1 2300 277 O. .00 <br />1 0625 78 23. 9.29. 1 1445 178 O. .00 1 2305 278 O. .00 <br />1 0630 79 23. 9.13. 1 1450 179 O. .00 1 2310 279 O. .00 <br />1 0635 80 23. 8.97. 1 1455 180 O. .00 1 2315 280 O. .00 <br />1 0640 81 23. 8.81. 1 1500 181 O. .00 1 2320 281 O. .00 <br />1 0645 82 23. 8.65. 1 1505 182 O. .00 1 2325 282 O. .00 <br />1 0650 83 23. 8.50. 1 1510 183 O. .00 1 2330 283 O. .00 <br />1 0655 84 23. 8.34. 1 1515 184 O. .00 1 2335 284 O. .00 <br />1 0700 85 23. 8.18. 1 1520 185 O. .00 1 2340 285 O. .00 <br />1 0705 86 23. 8.02' 1 1525 186 O. .00 1 2345 286 O. .00 <br />1 0710 87 23. 7.86. 1 1530 187 O. .00 1 2350 287 O. .00 <br />1 0715 88 23. 7.70' 1 1535 188 O. .00 1 2355 288 O. .00 <br />1 0720 89 23. 7.55. 1 1540 189 O. .00 2 0000 289 O. .00 <br />1 0725 90 23. 7.39. 1 1545 190 O. .00 2 0005 290 O. .00 <br />1 0730 91 23. 7.23. 1 1550 191 O. .00 2 0010 291 O. .00 <br />1 0735 92 23. 7.07' 1 1555 192 O. .00 2 0015 292 O. .00 <br />1 0740 93 23. 6.91. 1 1600 193 O. .00 2 0020 293 O. .00 <br />1 0745 94 23. 6.75' 1 1605 194 O. .00 2 0025 294 O. .00 <br />1 0750 95 23. 6.60. 1 1610 195 O. .00 2 0030 295 O. .00 <br />1 0755 96 23. 6.44. 1 1615 196 O. .00 2 0035 296 O. .00 <br />1 0800 97 23. 6.28. 1 1620 197 O. .00 2 0040 297 O. .00 <br />1 0805 98 23. 6.12. 1 1625 198 O. .00 2 0045 298 O. .00 <br />1 0810 99 23. 5.96' 1 1630 199 O. .00 2 0050 299 o. .00 <br />1 0815 100 23. 5.80: 1 1635 200 O. .00 * 2 0055 300 O. .00 <br />'" ** *** *** *** * '" * * '" * * * * *** ** ** * * *** * * ** * ** * * *_*".. *** * * *** * ** *** ***...* ** ** ***** ** * ** ** **** *_*" ** ** * * * _*_ * * *** * ** ** *** ******* **** ** 'II: * *** <br /> <br />PEAK FLOW <br />(CFS) <br />23. <br /> <br />TIME <br />(HR) <br />.75 <br /> <br />MAXIMUM AVERAGE FLOW <br />24-HR 72-HR <br /> <br />6-IIR <br /> <br />24.92-"R <br /> <br />(CFS) <br />(INCHES) <br />(AC-FT) <br /> <br />23. <br />.625 <br />11. <br /> <br />10. 10. <br />1.114 1.114 <br />20. 20. <br /> <br />10. <br />1.114 <br />20. <br /> <br />PEAK STORAGE <br /> <br />TIME <br /> <br />MAXIMUM AVERAGE STORAGE <br />24-HR 72-"R <br /> <br />24.92-HR <br />4. <br /> <br />+ (AC-FT) <br />16. <br /> <br />6-HR <br />13. <br /> <br />4. <br /> <br />(HR) <br />2.42 <br /> <br />CUMULATIVE AREA "" <br /> <br />4. <br />. 34 SQ MI <br /> <br />PEAK FLOW AND STAGE (ENO-OF-PERIOD) SUMMARY FOR MULTIPLE PLAN-RATIO ECONOMIC COMPUTATIONS <br />FLOWS IN CUBIC FEET PER SECOND. AREA IN SQUARE MILES <br />TIME TO PEAK IN HOURS <br /> <br />OPERATION <br /> <br />RATIOS APPLIED TO PRECIPITATION <br />RATIO 1 RATIO 2 <br />.83 1.00 <br /> <br />STATtON <br /> <br />AREA <br /> <br />PLAN <br /> <br />HYDROGRAPH AT <br />+ <br /> <br />81 <br /> <br />.14 <br /> <br />57. <br />.83 <br /> <br />FLOW <br />TIME <br /> <br />87. <br />.83 <br /> <br />HYDROGRAPH AT <br />+ <br /> <br />82 <br /> <br />.12 <br /> <br />58. <br />.75 <br /> <br />FLOW <br />TIME <br /> <br />87. <br />.75 <br /> <br />HYDROGRAPH AT <br />+ <br /> <br />83 <br /> <br />.41 <br /> <br />177. <br />1.25 <br /> <br />FLOW <br />TIME <br /> <br />247. <br />1.17 <br /> <br />HYDROGRAPH AT <br />+ <br /> <br />a4A <br /> <br />.13 <br /> <br />82. <br />.83 <br /> <br />FLOW <br />TIME <br /> <br />116. <br />.83 <br /> <br />ROUTED TO <br />+ <br /> <br />4AT04 <br /> <br />.13 <br /> <br />FlOW <br />TIME <br /> <br />9. <br />.83 <br /> <br />9. <br />.75 <br /> <br />HYDROGRAPH AT <br />+ <br /> <br />848 <br /> <br />.21 <br /> <br />FLOW <br />TIME <br /> <br />116. <br />.92 <br /> <br />164. <br />.92 <br /> <br />ROUTED TO <br />+ <br /> <br />4Bnou <br /> <br />.21 <br /> <br />FLOW <br />TIME <br /> <br />14. <br />.83 <br /> <br />14. <br />.75 <br /> <br />HYDROGRAPH AT <br />+ <br /> <br />84 <br /> <br />.34 <br /> <br />178. <br />1.00 <br /> <br />FLOW <br />TIME <br /> <br />25l. <br />1.00 <br /> <br />ROUTED TO <br />+ <br /> <br />4ROUT <br /> <br />.34 <br /> <br />23. <br /> <br />FLOW <br /> <br />23. <br /> <br />page 9 <br />
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