FLOOD07193

• 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

~

Table 3: FLOOD FREQUENCY . ELEVATION AND DISCHARGB DATA

PROJECT: CANON CIn FPMS

X-SECT.
IO

REACH STATION STREAM lO-YBAR FRBQ.
LENGTH DISTANCB BOTTOM FLOOD

(ftl

(ftl

BLBV.

BI.BV. Q(c.l:sJ

25-YBAR. FREQ.
FLOOD
BLBV. Q(cfs)

50-YEAR. PRBO.
FI.OOO
BLEV. O{efs)

lOQ-YBAR FREQ.
FL<ioo
BLIV. Q(cfs)

SOG-YEAR. FREQ.
FI.OOO

BLBV.

Q(ch)

MUD GULCH'S CKANNEL

34.0 0 0 5225.0 5227.93 '" 5227 .93 245 5227.93 '" 5231.00f '" 52H.OOl '"
]5.0 3tO no 5226.0 5230.23 '" 5230.2] 245 5230.23 '" 5233.843 '" 5233.843 '"
36.0 m m 5227.0 52]1.30 '" 5231.30 2<, 5231.30 '" 5236,';12]" '" 5236.7]3 '"
37 .0 26S BOO 5229.5 5233.39 '" 5233.39 '" 5233.39 2<5 52]9.15] '" 52]!!.16] '"
.
]9.0 270 1160 5232.0 5236,00 '" 5236.00 '" 5236.00 '" 5241.623 '" 5241.63] 24S
]9.0 '" U35 5233.0 5238.88 '" 5239.03 '" 5239.0] '" 5244.14] 'OS 5244.153 ?OS
39.5 280 1715 5234.0 5242.63 '" 5242.83 'OS 5242.83 '" 5246.713 'OS 5246.123 '"
40.0 30S 2020 5235.0 5243.62 '" 524].83 'OS 5243.83 '" 5249.502 '" 5249.512 '"
43.0 I20 2140 5238.2 5243.79 6S8 5244.00 30' 5244.00 30' 5250.183 ,,, 5250.193 705,
45.0 30 2170 5238.3 5244.03 '" 5244.24 '" 5244.24 'OS 5250.353 'OS 5250.363 '"
47.0 40 2210 5239.2 5244.25 6S8 5244.47 'OS 5244.47 'OS 5250.583 'OS 5250.593 ?OS
.
50.0 30 2280 5240.7 5245.22 6S8 5245.41 '" 5245.41 ,,, 5250.982 'OS 5250.992 '"
60.0 400 2680 5244.0 5249.84 '" 5250.68 30' 5250.68 30' 5252.372 'OS 5252.372 '"
.
63.0 38D 3060 5245.5 5252.39 '" 5253.43 '" 5253.59 1090 5256.193 1090 5256.263 1090
67.0 80 3140 5246.4 5253.14 '" 5254.15 '" 5254.39 1090 5257.003 1090 5257.073 1090
69.0 20 3160 5246.5 5253.24 6S8 5254.31 '" 5254.66 1090 5257.203 1090 5257.283 1090
70.0 SO 3210 5246.8 5253.72 6S8 5255.09 '" 5255.56 1090 5257.702 1090 5257.792 1090
SO.O 390 3600 5249.0 5254.72 6S8 5256.01 '" 5256.43 1090 5259.762 1090 5259.842 1090
90.0 230 3830 5250.5 5255.99 6S8 5257.34 97' 5257.78 1090 5259.742 1090 5259.772 1090
100.0 450 4320 5256.5 5261.45 '" 5262.77 '7' 5263.20 1090 5266.022 1090 5266.202 1090
101.0 as 4405 5257.3 5263.53 6S8 526ot..78 '7' 5266.08 1090 5266.533 1090 5266.923 1090
103.0 " 4480 5258.1 5264.36 '" 5265.63 '" 5266.72 1090 5266.973 1090 5267.553 1090
105.0 20 4500 5258.3 5264.53 '" 5265.85 '7' 5266.88 1090 5267.093 1090 5267.723 1090
110.0 20 4520 5258.5 5264.42 '" 5265.77 '" 5266.88 1090 5267.212 1090 5267.892 1090

1 Basea on CWSELl100-year) by Camp Dresser and McKee Inc.

2 4-Mile Creek's Computed. Water-Surface Blevations [CWSEL's)
Interpolated elevation