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<br />***~'*********************:i<*******:j,*.t**********,t:*** <br /> <br />TIFLOODF'LAIN STUDY <br />T2EI\GLE COUNTY: EAGLE--VAIL SUBDIY., 10-YE/~R FLOOD <br />T3 STONE CHEEK <br /> <br />J] ICHECK INQ 1'411\11,1 IDIR SnH MEnUC HVII'-lS " WSEL. FQ <br /> O. ,..>. O. (l- -,1 .000000 .00 .0 D. _000 .000 <br />;f;~ NPROF IPLOT PRFYS XSEC\I XSE:CH Fl'-l j~l.LDC I.8~J GHHIM lTR/~CE <br /> 1,5.000 .000 -.1.000 .000 .000 .000 .oon ,C.lOO .000 .000 <br /> <br />-. <br />~. <br />R <br />I 1 <br />t <br />f: <br />;c <br />, <br />,. <br />" <br />~. <br />,'. <br />t' <br />r <br />i; <br /> <br />08/29/::16 <br /> <br />15:56:01 <br /> <br />SECNO <br /> <br />DEPTH <br />',LOB <br />VLOB <br />XLOBL <br /> <br />CWSEL <br />!;;iCH <br />VCH <br />XLCH <br /> <br />CRIWS <br />QROB <br />VROB <br />XLOBr{ <br /> <br />WSEl"K <br />I~L,OB <br />XNL <br />ITRIAL <br /> <br />EG <br />ACH <br />niCH <br />IDC <br /> <br />HV <br />MWB <br />XNR <br />ICONT <br /> <br />TIME <br />SLOPE <br /> <br />:t~PROF 2 <br /> <br />eCHV::: ,100 CEHV~ <br />:j'SECNO ,100 <br />20'.:;'6 WSEL NOT GIVEN,AVG OF MAX,MIN USED <br />3720 CRITICAL DEPTH AS:;;UMED <br />STA :;~+95 DE:iTANCE UPSTHEAM FROM TH[ r:;ONFLUEt'<ICE WITH THE <br />THIS X-oSEe HAS THE SAME SHAPE AS X-'SEe L DEPTH OF FLOW <br />(~E CRITICAL DEPTH SINCE A VERY STEEP DHOP BEG;IN::i AT THIS <br />,10 2.:)6 7520.36 7520.36 .00 7520,';H .55 <br />160. 0, 160. tL 0, 27. D. <br />.00 .00 5.97 .00 .o~~o .020 .020 <br />,006092 0, o. D. 0 17 0 <br /> <br />.300 <br /> <br />~. <br /> <br />t <br /> <br />t... <br />~ 0 <br />.tSECNO . ;;~oo <br />3685 20 TRIAL~: t\TTEMPTED WSEL,CWSEL <br />3693 PROBABLE MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br />STt; 9+:32 THIS X-SEe <br />.20 2_37 7534.67 <br />160, O. 160. <br />.03 .00 5.91 <br />.005942 6:37 _ 687. <br /> <br />IS JUST D/S <br />7534_67 <br />0_ <br />.00 <br />687. <br /> <br />FROM DEER 8LVD. <br />.00 7535.21 <br />o. 27. <br />_ o~~o .020 <br />;-~O 5 <br /> <br />~;AME SH,\PE <br /> <br />D. <br />.020 <br />o <br /> <br />o <br /> <br />SPECIAL BRIDGE <br /> <br />S6 Xl( <br />.00 <br /> <br />XI<OR. <br />1.56 <br /> <br />GOFQ <br />2.70 <br /> <br />RDLEN <br />200.00 <br /> <br />Ewe <br />6.50 <br /> <br />BWP <br />.00 <br /> <br />*SECNO _300 <br /> <br />6070,LOW FLOW BY NORMAL BRIDGE <br /> <br />EGPRS;;; <br /> <br />HL.. <br />VOL <br />WTN <br />COR/\R <br /> <br />0L.OS3 <br />TVJA <br />El,MIN <br />TOPWID <br /> <br />E,';GLE RIVER. <br />WAS ASsuMED TO <br />LOCA TIOI'-l. <br />_00 <br />D. <br />.000 <br />,DO <br /> <br />,1,5 X-sEe _. <br /> <br />,54 <br /> <br />BAREA <br />19.60 <br /> <br />.00 <br />a. <br />751.:;';:.00 <br /> <br />2;).1.5 <br /> <br />4.13 <br />O. <br />.000 <br />.00 <br /> <br />.00 <br />O. <br />7532,30 <br />25. ;;:~9 <br /> <br />PAGE <br /> <br />BAt'<IK ELEV <br />EFT / RIGHT <br />:3STA <br />ENDST <br /> <br />75;22.70 <br />T::);-~.l. ,:;0 <br />139.46 <br />1.111-.61 <br /> <br />75:-57.00 <br />"7536.10 <br />89.43 <br />114,72 <br /> <br />ELCHU <br />7532,30 <br /> <br />ELCi-ID <br />7532.30 <br /> <br />c'c. <br />0,_ <br /> <br />.00 <br /> <br />.000 EGLWC::: 7535.214 ELLC'-- 7535.300 PCWSE= 7534_671 EL.TRD:::: 7537.000 <br /> <br />3370 NORMAL BRIDGE,t-lRD::: 0 MIN ELTRD::-. 7537,00 MAX ELl.C::: 7535.30 <br /> <br />COT/', 'n....'Q Ti-JTC: v_c:~r T<:: "rt:<::T II/~ i=pnM nr.;::-D 1").1 \''1 <::,Q_l, C;I,J/,Dj::' J,~ '/_<::r...-: 1 <br /> <br />:."'D <br /> <br /> <br />11 <br /> <br /> <br /> <br />