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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 /> <br />- <br /> <br />Study198.oh2 <br /> <br />.......................*****........*** <br /> <br />. <br /> <br />1*'**""*********'******'******************- <br />* HEC-2 WATgR SURFACE PROFILES * <br /> <br />. <br />. <br />. <br /> <br />. U.S. ARMY CORPS OF ENGINEERS . <br />. HYDROLOGIC ENGINEERING CENTER . <br />. 609 SECOND STREET, SUITE D . <br />. DAVIS, CALIFORNIA 95616-4687 <br />. (916) 756-1104 . <br /> <br />* Version <br />. <br /> <br />* RUN DATE <br /> <br />4.6.2; May 1991 <br /> <br />17NOVOQ <br /> <br />TIME <br /> <br />09:46:05 * <br /> <br />******************************************.* <br /> <br />.*************.************************ <br /> <br />1 <br /> <br />17NOVOO <br /> <br />x X <br />X X <br />X X <br />XXXXXXX <br />X X <br />X X <br />X X <br /> <br />xxxxxxx <br />X <br />X <br />XXXX <br />X <br />X <br />XXXXXXX <br /> <br />xxxxx <br /> <br />xxxxx <br />X X <br />X <br />XXXXX <br />X <br />X <br />XXXXXXX <br /> <br />xxxxx <br />X X <br />X <br />X <br />X <br />X X <br />XXXXX <br /> <br />09:46:05 <br /> <br />PAGE <br /> <br />1 <br /> <br />THIS RUN EXECUTED 17NOVOO <br /> <br />09:46:05 <br /> <br />**********************.************.* <br /> <br />HEC-2 WATER SURFACE PROFILES <br /> <br />version 4,6.2; May 1991 <br />************************************* <br /> <br />T1 BEAR CREEK CONFLUENCE TO W. QUINCY AVE. (STA. 122+10). <br />T2 WEAVER CREEK, lOO-YEAR FLOOD. SUBCRITICAL FLOW ASSUMED. <br />T3 HEC-2 ANALYSIS BY DAVID EVANS & ASSOCIATES, INC. <br />T4 (REPLICATION OF 1981 STUDY) STUDY1981 <br /> <br />Jl ICHECK <br /> <br /> 0 <br />J2 NPROF <br /> -1 <br />NC 0.03 <br />Xl 300 <br />GR 5444.2 <br />GR 5439 <br />Xl 505 <br /> <br />lNO NlNV IDIR STRT METRIC HVINS 0 WSEL FO <br />0 0 0 -1. 0 0 0 2889 5445.16 0 <br />IPLOT PRFVS XSECV XSECH FN ALLDC lBW CHNIM ITRACE <br />0 0 0 0 0 0 0 0 15 <br />0.03 0.03 0.1 0.3 <br /> 10 390 471 <br /> 0 5444.2 175 5445 370 5444 390 5440 427 <br /> 439 5444 471 5446 514 5456 562 5457 600 <br /> 10 117 331 215 100 205 <br /> Page 1 <br /> <br />