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FLOOD10505
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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 />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />.......... **........ **....".... *.................*.. **.... **....*........ ***...*...... *........*.. '*.. 'If.""" **......* **.......... *"...... **...................................................... ** ** ** **.*.......* <br /> <br />I <br /> <br />I <br /> <br />0515 <br />0520 <br />0525 <br />0530 <br />0535 <br />0540 <br />0545 <br />0550 <br />0555 <br />0600 <br />0605 <br />0610 <br />0615 <br />0620 <br />0625 <br />0630 <br />0635 <br />0640 <br />0645 <br />0650 <br />0655 <br />0700 <br />0705 <br />0710 <br />0715 <br />0720 <br />0725 <br />0730 <br />0735 <br />0740 <br />0745 <br />0750 <br />0755 <br />0800 <br />0805 <br />0810 <br />0815 <br /> <br />64 <br />65 <br />66 <br />67 <br />68 <br />69 <br />70 <br />71 <br />72 <br />73 <br />74 <br />75 <br />76 <br />77 <br />78 <br />79 <br />80 <br />81 <br />82 <br />83 <br />84 <br />85 <br />86 <br />87 <br />88 <br />89 <br />90 <br />91 <br />92 <br />93 <br />94 <br />95 <br />96 <br />97 <br />98 <br />99 <br />100 <br /> <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br />14. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />PEAK FLOW <br /> <br />TIME <br /> <br />(CFS) (HR) <br />14. .75 <br /> <br />(CFS) <br />(INCHES) <br />(AC-FI) <br /> <br />I <br /> <br />PEAK STORAGE TIME <br /> <br />+ (AC-FI) (HR) <br />10. 2.42 <br /> <br />I <br /> <br />CUMUlA rIVE AREA '" <br /> <br />I <br /> <br />.******...***** <br />. . <br />: 4ROUT: <br /> <br />60 KK <br /> <br />61 KO <br /> <br />7.00 <br />6.91 <br />6.81 <br />6.71 <br />6.62 <br />6.52 <br />6.43 <br />6.33 <br />6.23 <br />6.14 <br />6.04 <br />5.94 <br />5.85 <br />5.75 <br />5.65 <br />5.56 <br />5.46 <br />5.36 <br />5.27 <br />5.17 <br />5.08 <br />4.98 <br />4.88 <br />4.79 <br />4.69 <br />4.59 <br />4.50 <br />4.40 <br />4.30 <br />4.21 <br />4.11 <br />4.01 <br />3.92 <br />3.82 <br />3.73 <br />3.63 <br />3.53 <br /> <br />ll35 <br />ll40 <br />ll45 <br />ll50 <br />ll55 <br />1400 <br />1405 <br />1410 <br />1415 <br />1420 <br />1425 <br />1430 <br />1435 <br />1440 <br />1445 <br />1450 <br />1455 <br />1500 <br />1505 <br />1510 <br />1515 <br />1520 <br />1525 <br />1530 <br />1535 <br />1540 <br />1545 <br />1550 <br />1555 <br />1600 <br />1605 <br />1610 <br />1615 <br />1620 <br />1625 <br />1630 <br />1635 <br /> <br />6-HR <br /> <br />MAXIMUM AVERAGE FlOW <br />24-HR 72-HR <br /> <br />14. <br />.626 <br />7. <br /> <br />6. 6. <br />1. 114 1.114 <br />12. 12. <br /> <br />6-HR <br />8. <br /> <br />MAXIMUM AVERAGE STORAGE <br />24-HR 72-HR <br /> <br />2. <br /> <br />.21 sQ MI <br /> <br />I <br /> <br />OUTPUT CONTROL VARIABLES <br />IPRNT 1 PRINT CONTROL <br />I PLOT 0 PLOT CONTROL <br />QSCAl O. HYDROGRAPH PLOT SCALE <br />ROUTE FLOWS FROM STAtON 4 <br /> <br />HYDROGRAPH ROUTING DATA <br /> <br />164 <br />165 <br />166 <br />167 <br />168 <br />169 <br />170 <br />171 <br />172 <br />173 <br />174 <br />175 <br />176 <br />177 <br />178 <br />179 <br />180 <br />181 <br />182 <br />183 <br />184 <br />185 <br />186 <br />187 <br />188 <br />189 <br />190 <br />191 <br />192 <br />193 <br />194 <br />195 <br />196 <br />197 <br />198 <br />199 <br />200 <br /> <br />Brush NoltelO 2Sroute.oUT <br />O. - .of" 1 <br />O. .02" 1 <br />O. .02" 1 <br />O. .02" 1 <br />O. .02" 1 <br />Q. .02" 1 <br />O. .01 1 <br />O. .01 1 <br />O. .01 1 <br />O. .01 1 <br />O. .01 1 <br />O. .01 1 <br />O. .01 1 <br />O. .01 1 <br />O. .01 1 <br />O. .01 1 <br />O. .01 1 <br />O. .01 1 <br />O. .00 1 <br />O. .00 1 <br />O. .00 1 <br />O. .00 1 <br />O. .00 1 <br />O. .00 1 <br />O. .00 1 <br />O. .00 2 <br />O. .00 2 <br />O. .00 2 <br />O. .00 2 <br />O. .00 2 <br />O. .00 2 <br />O. .00 2 <br />O. .00 2 <br />O. .00 2 <br />O. .00 2 <br />O. .00 2 <br />O. .00 2 <br /> <br />2155 <br />2200 <br />2205 <br />2210 <br />2215 <br />2220 <br />2225 <br />2230 <br />2235 <br />2240 <br />2245 <br />2250 <br />2255 <br />2300 <br />2305 <br />2310 <br />2315 <br />2320 <br />2325 <br />2330 <br />2335 <br />2340 <br />2345 <br />2350 <br />2355 <br />0000 <br />0005 <br />0010 <br />0015 <br />0020 <br />0025 <br />0030 <br />0035 <br />0040 <br />0045 <br />0050 <br />0055 <br /> <br />264 <br />265 <br />266 <br />267 <br />268 <br />269 <br />270 <br />271 <br />272 <br />273 <br />274 <br />275 <br />276 <br />277 <br />278 <br />279 <br />280 <br />281 <br />282 <br />283 <br />284 <br />285 <br />286 <br />287 <br />288 <br />289 <br />290 <br />291 <br />292 <br />293 <br />294 <br />295 <br />296 <br />297 <br />298 <br />299 <br />300 <br /> <br />24.92-HR <br /> <br />6. <br />1.114 <br />12. <br /> <br />2. <br /> <br />24.92-HR <br />2. <br /> <br />I <br /> <br />63 RS STORAGE ROUTING <br /> NSTPS 1 NUMBER OF SUBREACHES <br /> ITYP FLOW TYPE OF INITIAL CONDITION <br /> RSVRIC -1.00 INITIAL CONDITION <br /> X .00 WORKING RAND 0 COEFFICIENT <br />64 sv STORAGE .0 1.0 5.0 10.0 20.0 30.0 40.0 50.0 60.0 <br />65 SQ DISCHARGE O. 23. 23. 23. 23. 23. 23. 23. 23. <br /> <br />'* * '* ** '*'* '* ** *'" * '* *"'. '*'** * .**'* * '* * '* ** '** '* '*** '*'" * ****'** *** * ****** * '** ** * '** '* '*. ****. **** * *'** * **** * * ** ** * * * *. **** ** * * ** ** ** .** *. ** * * * * *. *. * * ***. <br /> HYDROGRAPH AT STATION 4ROUT <br /> PLAN 1, RATIO ::: .83 <br />. *. ** * * * *. *. ** **. *** **. * ** * *** * ** * * *** ** * * **** * * * * ** * * *. * *. * ** '** '**. '*** '*. *'* ** * '**. '** **. ** * *'** ** *. '**** ** ** *. ** * * *** *. * ** * '* * '* * **. *. ** '* * <br /> . <br />OA MON HRMN ORD OUTFLOW STORAGE DA MON HRMN ORD OUTFLOW STORAGE . OA MON HRMN ORD OUTFLOW STORAGE <br /> . <br />1 0000 1 O. .00 1 0820 101 9. .39 . 1 1640 201 O. .00 <br />1 0005 2 O. .00 1 0825 102 8. .33 . 1 1645 202 O. .00 <br />1 0010 3 O. .00 1 0830 103 7. .28 . 1 1650 203 O. .00 <br />1 0015 4 O. .00 1 0835 104 6. .24 . 1 1655 204 O. .00 <br />1 0020 5 O. .00 1 0840 105 5. .21 . 1 1700 205 o. .00 <br />1 0025 6 O. .00 1 0845 106 4. .18 . 1 1705 206 O. .00 <br />1 0030 7 1. .04 1 0850 107 3. .15 . 1 1710 207 O. .00 <br />1 0035 8 4. .17 1 0855 108 3. .ll . 1 1715 208 O. .00 <br />1 0040 9 11. .49 1 0900 109 3. .11 . 1 1720 209 O. .00 <br />1 0045 10 23. 1.04 1 0905 110 2. ,09 . 1 1725 210 O. .00 <br />1 0050 11 23. 1.84 1 0910 111 2. .08 . 1 1730 211 O. .00 <br />1 0055 12 23. 2.81 1 0915 112 2. .07 . 1 1735 212 O. .00 <br />1 0100 II 23. 3.87 1 0920 113 1. .06 1 1740 2ll O. .00 <br />1 0105 14 23. 4.90 1 0925 114 1. .05 1 1745 214 O. .00 <br />1 0110 15 23. 5.87 1 0930 115 1. .04 1 1750 215 O. .00 <br />1 0115 16 23. 6.74 1 0935 116 1. .04 1 1755 216 O. .00 <br />1 0120 17 23. 7.53 1 0940 117 1. .03 1 1800 217 O. .00 <br />1 0125 18 23. 8.21 1 0945 118 1. .OJ 1 1805 218 O. .00 <br />1 0130 19 23. 8.78 1 0950 119 l. .02 1 1810 219 O. .00 <br />1 0135 20 23. 9.24 1 0955 120 O. .02 1 1815 220 O. .00 <br />1 0140 21 23. 9.60 1 1000 121 O. .02 1 1820 221 O. .00 <br />1 0145 22 23. 9.89 1 1005 122 O. .01 1 1825 222 O. .00 <br />1 0150 23 23. 10.12 1 1010 123 O. .01 1 1830 223 O. .00 <br />1 0155 24 23. 10.32 1 1015 124 O. .01 1 1835 224 O. .00 <br />1 0200 25 23. 10.49 1 1020 125 O. .01 1 1840 225 O. .00 <br />1 0205 26 23. 10.64 1 1025 126 O. .01 1 1845 226 O. .00 <br />1 0210 27 23. 10.76 1 1030 127 O. .01 1 1850 227 O. .00 <br />1 0215 28 23. 10.85 1 1035 128 O. .01 1 1855 228 O. .00 <br />1 0220 29 23. 10.90 1 1040 129 O. .00 1 1900 229 O. .00 <br />1 0225 30 23. 10.91 1 1045 130 O. .00 1 1905 230 O. .00 <br />1 0230 31 23. 10.87 1 1050 131 O. .00 1 1910 231 O. .00 <br />1 0235 32 23. 10.79 1 1055 132 O. .00 1 1915 232 O. .00 <br />1 0240 II 23. 10.70 1 1100 133 O. .00 1 1920 2ll O. .00 <br /> page <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />O. <br />O. <br />O. <br />O. <br />O. <br />O. <br />O. <br />O. <br />o. <br />O. <br />O. <br />o. <br />o. <br />O. <br />o. <br />O. <br />O. <br />O. <br />o. <br />o. <br />o. <br />O. <br />o. <br />O. <br />o. <br />O. <br />O. <br />O. <br />o. <br />O. <br />o. <br />O. <br />o. <br />o. <br />O. <br />o. <br />O. <br /> <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />
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