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FLOOD01402
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FLOOD01402
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Last modified
11/23/2009 12:58:18 PM
Creation date
10/4/2006 9:59:36 PM
Metadata
Fields
Template:
Floodplain Documents
County
Larimer
Community
Larimer County
Stream Name
Spring Creek
Title
HEC-2 Data
Date
10/25/1982
Prepared For
CWCB
Prepared By
CWCB
Contract/PO #
&&
Floodplain - Doc Type
Data (general)
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<br /> <br />1 <br /> <br />CAUTION <br />CAUTION <br />CAUTION <br />CAUTION <br />CAUTION <br />CAUTION <br />. -cAuTioill- <br />CAUTION <br />CAUTION <br />CAUTION <br />CAUTION <br /> <br />CAUTION <br />CAUTION <br />CAUTION <br />CAUTION <br />CAUTION <br />CAUTION <br />cAui"TON <br />CAUTION <br />CAUTION <br />CAllTION <br />CAUTION <br />CAUTION <br />CAUTioN <br />CAUTION <br />CAllTIOT\l <br />CAUTioN <br />CAUTION <br />C1WTIO~,1 <br /> <br />L d <br /> <br />1 <br /> <br />PAGE <br /> <br />SEEIIIO= -.-f';-; add--PROF 1 L E= 3-. P R 08 AS LEM INTMlJM-SPEC If'lC b;jERGY-..-----. <br />SECNO= 17.000 PROFIL(= 3 20 TRIALS ATTEMPTEO TO 8ALANCE WSEL <br />SErNO= 17.000 _fflOFILE= ~. ._l:BcITIl:AL. ll.El'ItLASSUM!:JL_.m___. <br />SEC-~JO-=...-17.0o.ii PROFrLf=-4 PR08A8LE -MINIMUM SPECIFIC ENERGY <br />SECNO= 17.000 PROFILE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL <br />SECNO= 17.000 PROFILf=.3.....J;RIlIJ;.AL OF:J'Ui..AS~llM~P..__._._.__ <br />...5[CNO:;--17-;(\00- PROFILE= 5 PROBA8LE MINIMUM SPECIFIC ENERGY <br />SECNO= 17.000 PROFILE= 5 20 TRIALS ATTEMPTED TO BALANCE WSEL <br />SEC.NO= 17.0_0_0 PROFILE= h._.CB1.TJCAL_.D~~TH_~1iSlJ",.ED <br />slcN6=...17~()00 PROFILE= 6 PROBABLE MINIMUM SPECIFIC ENERGY <br />SECNO= 17.000 PROFILf= h 20 TRIALS ATTEMPTED TO BALANCE WSEL <br /> <br />8ECNO= .-re;ooo---PfHiFILE= 1 CRlTICliC IfEPTt'fA-SSlJMED _ -....- <br />SECNO= 18.000 PROFILE= 1 PR08A8LE MINIMUM SPECIFIC ENERGY <br />.1i[,&~JO= . 18.Jl.Q.L PROE.ILE; J..__~TRI.ALS ..Il.:L1'.EMPT~.T.Q.JlALILN.cL.J!SE.L-..... <br />SECN6~..--le. 00 0 PROFILE=? CR IT ICAL DEPTH ASSUMED <br />SECNO; 18.000 PROFILE; 2 PR08A8LE MINIMUM SPECIFIC ENERGY <br />SECNO; 18.000 PROFILE= 2....20 TRIALS ATI.!=!'IPTEILTO .BAI.p.r"J;!:.~b. <br />.SECNO; 18.000 PROFILE= 3 CRITICAL DEPTH ASSUMED <br />SECNO= 18.000 PROFILE= 3 PROBABLE MINIMUM SPECIFIC ENERGY <br />~ECNO= 18. OOO~OFILE=~O TRIALS..ATTEMJ'.TEQ...!.Q.J!.M,ANCE WSEL <br />SECNO=.--ye;OOO PROFILE= 4 CRITICAL DEpTH ASSUMED <br />SECNO= le.OOO PRUFILE; 4 PROBABLE MINIMUM SPECIFIC ENERGY <br />SECNO= 18.000 PI<OFIL(; 4 2!!.IB..tALS ATTEJ"f'1'l:.Il..1'.Q..llAlcAllftE: WSEL <br />SECNO=.....le.OOO PROFIL(= 5 CRITICAL -DEPTH ASSUMED <br />SECNO; 18.000 PROFILE= 5 PROBABLE MINIMUM SPECIFIC ENERGY <br />SECNO= 18.000 _J'ROFILE; .5_."g .TRIALSATT.EMPTED ..J.O. BALANCE.WS~L__ <br />SECNO: ie.. 0 00-. PROFILe= 6 CR IT lCAL DEpTH ASSL'MEO <br />SECNO; 18.000 PROFILE; F PROBABLE MINIMUM SPECIFIC ENERGY <br />SEC ~O".__..1.1l.L9~J'.ROflLs;.;.[,..20.:rPl ALS A n~1"PTED. .TO .BA.~ANCL\/S.~L <br /> <br />FLOOOWAY QATA, <br />PROFILE ~IO. 2 <br /> <br />.. :;pr11t.G ..CREEK <br /> <br />STATION <br /> <br />WIDTH <br />1FT) <br /> <br />FLOODWA Y <br />SECTION <br />AREA <br /> <br />-------- <br />WATER SURF.ACE ELEVATION <br />WITH WITHOUT DIFFERENCE <br />FLOODWA Y. _FLOODWA Y <br /> <br />------... <br /> <br />MEAN <br />VEL.OQT'i' . <br /> <br />0.6 <br />7.6 <br />'i~-- <br />1.4 <br />3.0 <br />1.6--u <br />2.3 <br />2__~_2__ <br />2.4 <br />3.9 <br />_~_.,,-9_ <br />4.9 <br />3.4 <br />7.3. <br />6.2 <br /> <br />A6.3 <br />_{:3~_~ 0 <br />90.4 <br />90.5 <br />90.6 <br />92.3 <br />92.8 <br />,?3.6 <br />9~ .3 <br />96.2 <br />97 .0 <br />97., <br />97.9 <br />__ ~9.9 <br />1110.3 <br /> <br />1.7 <br />-~-Q-~~-- . <br />1.~ <br />1.4 <br />1_~~___ <br />0.9 <br />0.9 <br />o __Z _ <br />0.7 <br />0.7 <br />n .Q_..B. <br />0.9 <br />1.3 <br />__O_L~__ <br />0.8 <br /> <br />0.200 <br />0.300 <br />0.400 <br />0.500 <br />1.000 <br />2.000 <br />2.100 <br />3.000 <br />4.000 <br />5.000 <br />5.10.0 <br />5.200 <br />5.300 <br />5.400 <br />5.500 <br /> <br />935. <br />38. <br />I; 54.;--. <br />169. <br />119. <br />iliT.n <br />lif7. <br />151. <br />.. 1()3 ~.-. <br />158. <br />126. <br />35. <br />73. <br />32. <br />-----3~. -----" <br /> <br />88.0 <br />8__~ ~ ~L <br />91.8 <br />91.9 <br />92.0 <br />93.2 <br />93.7 <br />9if .~_ <br />95.0 <br />96.9 <br />97.8 <br />98.4 <br />99.2 <br />100.7 <br />loi~l <br /> <br />1040. <br />----- -~?-!_- <br />386. <br />357. <br />16~_. <br />-:3 -13-:------- <br />170. <br />__ __:L7_ 9 __ <br />160. <br />99. <br />__ 9~~___ <br />78. <br />112. <br />52. <br />63-~--- <br /> <br />47 <br />
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