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FLOOD07193
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Last modified
1/25/2010 7:11:06 PM
Creation date
10/5/2006 2:47:37 AM
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Template:
Floodplain Documents
County
Fremont
Community
Canon City
Basin
Arkansas
Title
Floodplain Management Study, Four-Mile Mud Gulch Final Report
Date
6/1/1996
Prepared For
Fremont County
Prepared By
DNR
Floodplain - Doc Type
Community File
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<br />Table 3, PLOOD FlUtQUBNCY ~ ELEVATION AND DISCHARGE DATA <br /> <br />PROJBC1' : CANON CITY FPMS <br /> <br />X-SECT , <br />'D <br /> <br />REACH <br />LllNGTII <br />(ft) <br /> <br />STATION <br />DISTANCE <br />(ft) <br /> <br />STREAM <br />BOTIOM <br />KLBV. <br /> <br />10-YEAR Pixo. <br />FLOOD <br />SLav. Q(efsl <br /> <br />25.YBAR FREQ. <br />FLOOD <br />BLBV. Q(etsJ <br /> <br />50-YEAR FJl.BQ. <br />FLOOD <br />ELEV. Q(cts) <br /> <br />100~'iBAll. FREQ. <br />FLOOD <br />BLBV. Qlefs) <br /> <br />51>0- YEAR FRBQ. <br />FLOOD <br />BLBV. Qlcfs] <br /> <br />FOUR-MILE CRBBK I S CHANNEL (continu.ed) <br /> <br /> 370 700 13580 5334.7 5343.59 4433 5344.42 7124 5345.01 9752 5345.91 12987 5348.04 23319 <br />.. 3SO 'SO 14260 53"41.0 5350.28 443) 5351.20 7124 5351.81 9752 5352.2\\ 12981 5353.33 23319 <br /> '" no 14570 5344.5 5352.28 4433 5353.11 7124 5353.68 9752 5354.29 129(17 5355.79 23319 <br /> '00 375 14945 5348.5 5356.29 44n 5356.93 7124 5357.44 9752 5357.99 12987 5359.43 23319 <br /> <1D 350 15295 5351.0 5359.10 4416 5359.96 7096 5360.65 9714 5361.35 12938 5363.08 23061 <br /> "0 '" 15685 5353.0 5362.47 4416 5363.67 7096 5364.55 9714 5365.43 12938 5)67.47 23061 <br /> <1D <1D 16105 5357.0 5366.75 4U6 5368.65 7096 5369.72 9714 5371>.73 12938 5373.00 23061 <br /> '" 73D 16835 5364.3 5373.28 4416 5374.42 7096 5375.26 9714 5376.14 12938 5378.29 23061 <br /> <SO 35D 17185 5368.5 5376.15 4416 5376.75 7096 5371.34 9714 5378.02 12938 5319.91 23061 <br /> '" '" 11675 5311.5 5379.82 4416 5380.65 7096 5381.23 9714 5381.79 12938 5383.21 23061 <br /> '70 370 18045 5375.0 5383.U 4416 5384.11> 7096 5384.63 9714 5385.16 12938 53-86.84 23061 <br /> 'SO 31D 18355 5378.5 5386.69 4416 5388.70 7096 5389.13 9714 5389.61 12938 5HO .56 23061 <br /> '" ... 190\\0 5384.5 5392.00 4416 5393.66 7096 5394.22 9714 5394.80 12938 5396.\\3 23061 <br /> 500 '00 19440 5388.5 5396.66 4416 5397.14 71>96 5397.78 9714 5398 " 12938 5399.77 23061 <br /> '" ",0 20280 5396.5 5403.78 4416 5405.17 7096 5405.92 9714 5406.61 12938 5408.32 23061 <br /> '" 555 20835 5403.5 5409.25 4416 5409.98 7096 5411:1.71 9714 5411.56 12938 5413.79 23061 <br /> '" '" 21130 5406.5 5411.94 4416 5412.98 7096 5413.89 9714 5414.75 12938 5416.72 23061 <br /> 5" '" 21565 5409.0 5416.16 4416 5417.35 7096 5418.27 9714 5419.21 12938 5421.62 23061 <br /> 550 3" 21905 5412.4 5418.11 4416 5419.03 7096 54:19.80 9714 5420.67 12938 5422.91 23061 <br /> 560 ,"0 22685 5420.7 5426.93 4416 5427.63 7096 5428.16 9714 5428.68 12938 5\\29.94 23061 <br /> 57D 585 23270 5428.0 5433.10 4416' 5433.81 7096 5431l.65 9714 5435.18 12938 5436.45 23061 <br /> 58D 635 23905 5434.2 5439.61 4416 5440.32 7096 5440.91 9714 5U1.45 12938 5442.77 23061 <br /> 59D '" 24150 5435.6 5441.17 4416 5441.94 7096 5442.55 9714 5443.20 12938 5444.78 23061 <br /> 600 m 24575 5441.2 5445.85 4416 5446.55 7096 5447-.14 9714 5447.77 12!13a 5449.39 23061 <br />
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