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SI\MPLE HAZl\R02 OllTP\lT: Lex; LAKE OM (CONTINUED) Q= 1144-+.00 VOL= 650.00 BASE TIME: T= 1.37 ********"'*REACH NO.2 ****"'***"'* SECTIO~ GEOMETRY (FOR TRAPAZOIDAL SECTION) BOTTOM KIDTH, B= 200.00 CHANNEL SIDE SLOPES: LEFT=lO.OO:l RIGHT=10.00:1 CHANNEL BOTTOM SLOPE, S=0.00189 *"'***CRITICAL DEPTH CO~PUTATIOKS"'**** CRITICAL DEPTH= 4.32 CRITICAL VELOCITY= 10.9 USER'S ASSUMED N=0.035000 *****SOLVING MANNING'S EQUATIOK**"'** Q= 11451 D= 7.18 VELOCITY= 5.87 SURVIVAL FACTOR lDEPTH*\'ELOCITY) = 42.1 LENGTH OF REACH NO.2 = 23760 TRAVEL TIME FOR REACH NO.2 = 1.12 NUMBER OF ROUTING STEPS =10 ROUTED Q AT END OF REACH NO. '2. ,QR= 68-10 *"'***SOLVING MANNING'S EQUATION"''''''''''* Q= 6845 D= 5.40 VELOCITY= 4.99 SURVIVAL FACTOR IDEPTH*VELOCITY) = 26.9 Q= VOL= BASE 6845.00 650.00 TUIE: T= 2.30 *******"'**REACH NO.3 *"'********- SECTION GEmlETRY IFOR TRAPAZOIDAL SECTION) BOTTOM KlOTH, B= 50.00 CHAXNEL SIDE SLOPES: LEFT= 5.00:1 RIGHT= 5.00:1 CHANNEL BOTTOM SLOPE, S=0.00379 * U uCRITICi.L DEPTH CD:'IP1.!T_-\TIONS ** U * CRITICAL DEPTH= 5.64 CRITICAL VELOCITY= 12.4 JARRETT'S N=0.036603 ***uSOLVING ~lANNING'S EQt:ATIONU*U Q= 6859 D= 8.86 VELOCITY= 8.21 Su~VIVAL FACTOR (DEPTH*VELOCITYl = 72.7 LENGTH OF REACH NO. 3 = 10560 TRAVEL TIME FOR REACH NO.3 = 0.36 NUMBER OF ROeTING STEPS = 2 ROUTED Q AT E~D OF REACH NO. 3 ,QR= 5704 ''''***SOLVI~G MANNING'S EQUATION****'" Q= 5714 D= 8.09 VELOCITY= 7.81 SCRVIVAL FACTOR I DE:CTIHVELOC ITY) = 63.2 ~-12