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Last modified
11/23/2009 12:58:13 PM
Creation date
10/4/2006 10:11:34 PM
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Template:
Floodplain Documents
Designation Number
558
County
Douglas
Community
Douglas County Unincorporated
Title
Flood Hazard Area Delineation - Plum Creek Watershed
Date
11/1/2001
Designation Date
1/2/2002
Prepared By
UDFCD, WRC Engineering
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br /> ----- <br /> I <br />Table III-14: SWMM Parameters for East Section of Study Area (continued) . <br /> BOTTOM <br /> WIDTH LENGTH OF LEFT RIGHT <br /> TYPE OF OR PIPE CONVEYANCE SIDE SIDE MANNING'S ESTIMATED '. <br />CONVEYANCE CONVEYANCE DIAMETER ELEMENT SLOPE SLOPE SLOPE n DEPTH <br />ELEMENT ELEMENT (feet) (feet) (feet/feet) (feet/feel) (feet/feel) COEFFICIENT (feet) <br />, 327 Channel 10 2200 0.036 5 5 0.080 15 I <br />328 Channel 5 2600 0.041 4 4 0.084 15 <br />320 Channel 10 2200 0.027 5 5 0.072 15 <br />322 Channel 5 3000 0.044 5 5 0.087 15 <br />323 Channel 5 500 0.044 3 3 0.087 15 . <br />210 Channel 15 900 0.043 25 25 0.102 5 <br />330 Channel ]0 400 0.047 15 15 0.105 5 <br />209 Channel 10 1800 0.028 15 15 0.086 5 I <br />329 Channel 10 600 0.028 15 15 0.086 5 <br />211 Channel 15 800 0.047 25 25 0.105 5 <br />331 Channel 10 400 0.054 15 15 0.111 5 I <br />332 Channel 10 1900 0.054 4 4 0.099 10 <br />212 Channel 10 1300 0.031 5 5 0.076 15 <br />333 Channel 10 300 0.027 5 5 0.072 15 I <br />334 Channel 50 1200 0.027 15 15 0.083 5 <br />337 Channel 20 1400 0.029 15 15 0.078 10 <br />338 Channel 10 1800 0.033 5 5 0.082 10 . <br />339 Channel 10 2000 0.04 4 4 0.088 10 <br />340 Channel 10 3300 0.03 5 5 0.075 15 <br />341 Channel 10 2300 0.039 5 5 0.082 15 <br />342 Channel 10 1700 0.041 5 5 0.084 15 I <br />213 Channel 10 1300 0.031 5 5 0.076 15 <br />343 Channel 10 800 0.038 20 20 0.097 5 <br />344 Channel 10 1500 0.027 10 10 0.076 10 . <br />346 Channel 10 1500 0.027 10 10 0.076 10 <br />347 Channel 10 2700 0.037 5 5 0.086 10 <br />214 Channel 10 2300 0.035 15 15 0.094 5 I <br />348 Channel 10 3000 0.01 4 4 0.052 10 <br />215 Channel 10 2900 0.017 5 5 0.064 10 <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br />1I1-40 <br /> I <br />
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