Laserfiche WebLink
<br />Run Date: 18MAR96 <br /> <br />Run Time: 9:15:21 <br /> <br />HMVersion: 6.52 <br /> <br />Data File: <br /> <br />. <br /> <br />..................................... <br /> <br />HEC-2 WATER SURFACE PROFILES <br /> <br />Version <br /> <br />4.6.2; May 1991 <br /> <br />..................................... <br /> <br />Tl . 1995 FRISCO FEASIBILITY STUDY <br />T2 TENMILE CREEK U/S OF DILLON RESERVOIR <br />T3 . 100-YR STORM: REVISED EXISTING CONDITIONS <br /> <br />...................................................................... <br /> <br />This input file was replicated from the original Muller Engineering <br />input file (fn = tnmlds2.hc2l for the Frisco FIS. Modifications <br />have been made to the file which include the addition of 3 new <br />surveyed cross-sections. The new cross-sections were surveyed by <br />CWCB staff on 11/15/95. Selected Manning's "n" values were adjusted to <br />more reasonably reflect channel conditions. <br />Operated by CWCB; filename = c:\seca\projects\frisco\tenml-ex.dat <br /> <br />...................................................................... <br /> <br />J1 ICHECK <br /> <br />IDIR <br /> <br />METRIC <br /> <br />Q <br /> <br />HVINS <br /> <br />INQ <br /> <br />NINV <br /> <br />STRT <br /> <br />. <br /> <br />o <br /> <br />o <br /> <br />o <br /> <br />o <br /> <br />0.007 <br /> <br />o <br /> <br />2 <br /> <br />J2 NPROF <br /> <br />IPLOT <br /> <br />FN <br /> <br />IBW <br /> <br />ALLDC <br /> <br />PRFVS <br /> <br />XSECV <br /> <br />XSECH <br /> <br />1 <br /> <br />o <br /> <br />o <br /> <br />~1 <br /> <br />~1 <br /> <br />o <br /> <br />o <br /> <br />J3 VARIABLE CODES FOR SUMMARY PRINTOUT <br /> <br />150 <br /> <br />NC <br />QT <br /> <br />.070 <br />1980 <br /> <br />.5 <br /> <br />.049 <br /> <br />.3 <br /> <br />.070 <br /> <br />1 <br /> <br /> DOWNSTREAM OF 8th AVE <br /> ORIGINAL FIS SECTION UNMODIFIED BY ewes <br /> THIS RUN MODELS MAIN CHANNEL <br /> (MULLER ENG.) <br />Xl 0 11 1016 1112 <br />GR 9023. 1 1000 9017 .38 1004 9015.99 <br />GR 9017.4 1067 9017. 45 1080 9015.51 <br />GR 9018.6 1119 <br /> <br />1016 <br /> <br />9015.07 <br />9014.27 <br /> <br />1089 <br /> <br />D/s FACE OF 8th AVE <br />.GINAL FIS SECTION UNMODIFIED BY CWCB <br />CHANNEL INCREASED BY 150% (MULLER ENGR. <br /> <br />TENML-EX.DAT <br /> <br />Page <br /> <br />1 <br /> <br />THIS RUN EXECUTED 18MAR96 <br /> <br />WSEL <br /> <br />o <br /> <br />9018.1 <br /> <br />CHNIM <br /> <br />o <br /> <br />o <br /> <br />9:15:21 <br /> <br />FQ <br /> <br />o <br /> <br />ITRACE <br /> <br />o <br /> <br />1044 <br />1100 <br /> <br />1065 <br />1112 <br /> <br />9015.80 <br />9015.26 <br />