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�t2((«(<(<((<(<((((«(((<(<(«((<((<O))>))))»))))))))))>)))))))»)))))))) <br />� (CI CooYright 19BY pdwnced Enqinrering SoltM+re [pE5) <br />< t((«<(<((l<(<(<(C<(((((((«((((((<»)))>)))))>))>)>)1>!>)»»)))»>3»)) <br />� (««(<(<(<U«(<((<l<(<(<(<(((((<>3»>)»)»»)»»>)>)N»»N»)»i)> <br />Advinced Engineerinq Software [AES] <br />SEAIAL Na. 105191 <br />REV. 2.0 RElENSE DAiE:1Y/30/B2 <br />��1�««(««««««(«<(««««(«U))))))>)))))»))))>))))))))))>))>)>)> <br />I <br />ttlttittilDESCRIPTION OF RESULTSitlitttitltittitttttitititttitittitittitttit <br />' KIN6 - MERR[LL CREEK t <br />( t <br />t t <br />t�tiftittlttitlt�itttl�t���tittitt�tttit�itittitllittt�tttt�titlititttlitit <br />..��itittitltttit�ttltitititittt�ttlttitt�lltititittlititltittit►ittitittitt <br />»»CHflNNEL INPUT lNFOAMATION«<( <br />------------------------------------------------------------------------ <br />CHf1NNEL 2(HORIIONTAUYEATICAL) _ .OU <br />BASEMIDTN(FEET) = 17.00 <br />ICONSTANT CHANNEL SLOPE(FEET/FEET) _ .009100 <br />UNIFORM FLUMICFS) ° 200.OP <br />MANN1N65 FRICTION FACTOR = ,0100 <br />- - - " --- =`________ _____—__:_____ __._______ <br />� MORMAL-DEPiH FLON INFORMATION: <br />»»> NDRMAL DEPTH�fEET) = 2.26 <br />FLOM TOP- MIUTN(FEET) = 17.00 <br />FLOM AREA�S�UAAE FEET) = 38.36 <br />HYDRAULIC UEPTNIFEET) = 2.26 <br />FLOM AVEAA6E 4ELOCITY(FEET/SEC.) = 5.21 <br />I UNIFORM FROUDE NI1MBEk = .612 <br />PRESSUAE t M�MENTIIM(POI1N�51 = 1121.24 <br />R�_RA6ED VELOCITY HEADIfEET) = .�22 <br />I.SPECIFIC_ENER6YfFEETI-"_ _--=2_679_____ ________ _______________________ <br />CRITICAL-UEPTN FLON INFURMATION: <br />- - - - - ---------------------------------------- <br />CNI11^.AL FLON TOP-R1DTH�FEET) = 17.00 <br />CRITICAL FLOk AREhI50UAAE FEETI = 27.62 <br />CRITICAL FLON HYURAULIC DEPTH�FEET) = 1.82 <br />�CAITICAL FLOIi AVERA6E VELOCITYiFEETlSEC.) = 7.2� <br />CRITICAL UEFTHIFEET) = 1.62 <br />CAITICAL FLOM PACSSIIRE r MOMENiUM�P0UNU5) = 1206.58 <br />AVEAAfiED CAITICAL FLOY VEIOCITY HEADIfEET) _ .814 <br />CR[TlCAL FLOR SPECIFIC ENER6Y(FEETI = 2.�39 <br />_ Q.r�.�.� <br />_ �__________________________________________________________________________ <br />