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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 /> <br />1********..***************************.,****_ <br />. <br /> <br />Prop2000.oh2 <br /> <br />HEC-2 WATER 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 />. <br /> <br />. <br /> <br />. Version <br />. <br /> <br />4.6.2; May 1991 <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />RUN DATE <br /> <br />27DECOO <br /> <br />TIME <br /> <br />07:47:22 <br /> <br />. <br /> <br />****.******************.******************** <br /> <br />*************************************** <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 />XKXXX <br />X X <br />X <br />X <br />X <br />X X <br />XXXXX <br /> <br />xxxxx <br /> <br />xxxxx <br />X X <br />X <br />XXXXX <br />X <br />X <br />XXXXXXX <br /> <br />1 <br /> <br />27DECOO <br /> <br />07:47:22 <br /> <br />PAGE <br /> <br />1 <br /> <br />..******.**************************** <br /> <br />THIS RUN EXECUTED 27DECOO <br /> <br />07:47:22 <br /> <br />HEC-2 WATER SURFACE PROFILES <br /> <br />Version 4.6,2; May 1991 <br />************************************* <br /> <br />Tl BEAR CREEK CONFLUENCE TO W. QUINCY AVE. (STA. 122+10). <br />T2 WEAVER CREEK, lOa-YEAR FLOOD. SUBCRITICAL FLOW ASSUMED. <br />T3 HEC-2 ANALYSIS BY DAVID EVANS & ASSOCIATES. INC. <br />T4 (PROPOSED FLOODPLAIN CONDITIONS 2000) PROP2000 <br /> <br />Jl ICHECK INO NINV IDIR STRT METRIC HVINS 0 WSEL FO <br /> 0 0 0 0 0 0 0 2857 5481.76 <br />J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE <br /> -1 0 0 0 0 0 0 0 0 15 <br />NC 0.03 0.03 0.03 0.1 0.3 <br />XI 2385 12 152 185 330 140 305 <br />GR 5498 0 5490 152 5484 170 5490 185 5486 211 <br />GR 5486 260 5484 308 5482 335 5480 350 5480 560 <br />GR 5490 615 5500 670 <br />SB 0.9 1.5 2.6 0 0.1 0 0.1 0 5485.1 5484 <br /> Page 1 <br />