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<br /> xs CARD UTILIZED TO SPEcIFV OIFFERENCE IN CW$EL 8ETw~~N
<br /> SECTIONS 3 AND 3.1
<br /> 3.10 10.51 51.81 0.00 0.00 52.14 .., ..~ .02 50,50
<br /> &000, 17. Sl:ilSO. 3, 20. 172, 8. 14Z, ':lis. 53.~O
<br /> .1. .8. 7,74 .33 lObO ,035 ,01;10 .O3~ 41,.sO 56&,QZ
<br /> .002122 400. 400, 400, 0 0 0 0,00 171.1,18 871,7b
<br /> CCHY= .300 CEHl/c .500
<br /> .SECNO 4.000
<br /> SEeND DEPTH CHSEL CAIWS HJSELK EG HV HI. OLOSS dA....K ELEV
<br /> Q QLOB GCH QR08 ALoe .e, A~iJB VOl. T.A LEFT/Rll':itiT
<br /> TIME vLOS VCH vROtJ XNI.. XNCH XMR ~T -.. I:.LM.l~ saTA
<br /> SLDPE XLORI.. XLeH XLOliH ITRUL IDe ICONT cDloUR fOpwlD Ei'lllST
<br /> 3495 OVERBANK AREA ASSUMED NON~EFFECTIVE,ELLEA= 5~.OO ELREAiIl S8.0U
<br /> EFFECTIVE AREA OPTION USED TO CONFINE FLOW TO BHIOGE UPtNING
<br />-
<br />~ UNTIL WEIR FL.O~ CAN liE E~PEeTED (X3.8,X3.985&)
<br />~
<br /> 4,00 11,07 55.07 0.00 0.00 55.82 .75 3.0~ ,o~ 53,50
<br /> 6000, O. flOOD, O. O. 8&.2. O. 113. 81. S!),OO
<br /> .2. 0.00 &,96 0.00 .060 ,035 ,0&0 ,03::' '14.00 &00.00
<br /> .00170. 160n, 1600. 1600, I 0 0 O,OU 100,00 100.00
<br />
<br />:sPECIAL BRIDGE
<br />.B XK XKOR COFQ ROLEN .oC BOP BARE. SS ELCHU EI.Cl10
<br /> l,a5 1,50 3,00 0,00 82..50 60,00 1014.00 ..r 45.00 45.00
<br />",SECNO 5.000
<br />CLASS A LOW FLOw
<br />:5420 BRIDGE w,s.:: 54.94 6RIOGE VELOCITY=, 7.25 CALcUL.ATEO CIotANfIt~1. A/(t.:Aa, 1t21,
<br />EGPRS EGL.wC H3 GWEIR QPR 8AREA TRAPEZUIO EI.I...l;: EL1HD
<br /> AREA
<br /> 0,00 55,91 .18 O. &000, 1014. 101~, 57.00 &0,00
<br />
<br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA=
<br />
<br />61.00 El.~E"'=
<br />
<br />61,00
<br />
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