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Last modified
1/25/2010 6:48:31 PM
Creation date
10/5/2006 1:18:41 AM
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Template:
Floodplain Documents
County
Jefferson
Community
Lakewood
Stream Name
Weaver Creek
Basin
South Platte
Title
CLOMR Report for Preserve at Weaver Creek HEC-2 Cross Sections 24+30 to 42+95
Date
12/26/2000
Prepared For
Fairfield Homes
Prepared By
David Evans & Associates
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 /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />DEPTH", <br /> <br />Study198.oh2 <br />3.6 1.8 <br /> <br />.7 <br /> <br />3.8 <br /> <br />5.3 <br /> <br />6.3 <br /> <br />5.0 <br /> <br />3.6 <br /> <br />Ccnv", .100 CEHV= .300 <br />*SECNO 5000.000 <br />3280 CROSS SECTION 5000.00 EXTENDED <br /> <br />2.75 FEET <br /> <br />5000.000 <br />2788.0 <br />.38 <br />.000060 <br /> <br />5.05 <br />2100.3 <br />1. 07 <br />120. <br /> <br />5530.75 <br />662.7 <br />1. 08 <br />185. <br /> <br />.00 <br />24.9 <br />.66 <br />200. <br /> <br />.00 <br />1966.1 <br />.030 <br />o <br /> <br />5530.77 <br />613.3 <br />.030 <br />o <br /> <br />.02 <br />37.7 <br />.030 <br />o <br /> <br />.01 <br />106.7 <br />.000 <br />,00 <br /> <br />.00 <br />2B.3 <br />5525.70 <br />565.85 <br /> <br />5526.00 <br />5526.00 <br />,00 <br />565.85 <br /> <br />FLOW DISTRIBUTION FOR SEeND: <br /> <br />5000.00 <br /> <br />CWSEL= <br /> <br />5530.75 <br /> <br />STA::: O. 50. 91. 148. 219. 275. 355. 409. 415. 421. 550. 566. <br />PER 0= 6.0 8.0 11.1 12.4 9,8 15.5 10.5 1.1 1.1 23.8 .9 <br />AREA::: 187.7 201.1 279.5 326.9 257.9 392.3 264.8 27.9 27.9 613.3 37.7 <br /> VEL= .9 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 .7 <br />DEPTH= 3,8 '.9 '.9 '.6 ',6 '.9 ',9 '.7 ',7 '.8 2.' <br />1 <br />17NOVOO 09:46:05 PAGE 15 <br /> SEeND DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV <br /> 0 QL08 OCH QROB ALOS ACH AROB VOL TWA R-BANK ELEV <br /> TIME VLQB VCH VROB XNL XNCH XNR WTN ELMIN SSTA <br /> SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST <br />*SECNO 5310. 000 <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />3685 20 TRIALS ATTEMPTED WSEL,CWSEL <br />3693 PROBABLE MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br />5310.000 5.31 5531.31 <br />2768.0 114.6 2653.4 <br />.39 3.28 8.94 <br />.007690 280. 310. <br /> <br />5531.31 <br />.0 <br />.00 <br />250. <br /> <br />.00 <br />34.9 <br />.030 <br />20 <br /> <br />5532.51 <br />296.9 <br />.030 <br />8 <br /> <br />1. 20 <br />.0 <br />.000 <br />o <br /> <br />.06 <br />116.4 <br />.000 <br />.00 <br /> <br />.35 <br />30.7 <br />5526.00 <br />153.24 <br /> <br />5530.00 <br />5532.00 <br />415.80 <br />569.05 <br /> <br />FLOW DISTRIBUTION FOR SECNO= <br /> <br />5310.00 <br /> <br />CWSEL", <br /> <br />5531. 31 <br /> <br />STA", <br />PER Q'" <br />AREA'" <br />VEL", <br />DEPTH", <br /> <br />416. <br /> <br />579. <br /> <br />',1 <br />34.9 <br />3.3 <br />.7 <br /> <br />469. <br />95.9 <br />296.9 <br />8.9 <br />3.0 <br /> <br />CCHV", . 600 CEHV= .800 <br />1 <br />PROFILE FOR STREAM HEC-2 ANALYSIS BY DAVID <br /> <br />Page 14 <br /> <br />- <br /> <br />- <br />
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