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<br />I <br /> <br />ASO OCOMP ERRAC TASO TeO TABER NITER DSWS OSWS DSSMJ USSMJ <br />402.41 405.21 .69 1402.85 1406.95 .29 13 5254.439 5251.689 20.000 20.100 <br /> <br />I <br /> <br />TW SEC. 20.1 TO 21 <br /> <br />ASO QCOMP ERRAC TASO TeO 'lABER NI'lER DSWS USWS DSSN:l USSNO <br />211.16 211.34 .08 1614.01 1618.28 .26 13 525'7.689 5259.'748 20.100 21.000 <br /> <br />I <br /> <br />1 <br /> <br />0'7/22/88 <br /> <br />08:25:04 <br /> <br />PAGE 20 <br /> <br />I <br /> <br />THIS RON EXECUTED 0'7/22/88 08:45:00 <br /> <br />I <br /> <br />666*************************66******************6* <br />HEC2 RELEASE DATED Nav 16 UPDAl'FJ) MA.Y 1984 <br />ERROR OORR - 01,02,03,04,05,06 <br />MODIFICATION - 50,51,52,53,54,55,56 <br />IBM-PC-XT VERSION APRIL 1985 <br />***********************************************.*. <br /> <br />I <br /> <br />Tl <br />T2 <br />T3 <br /> <br />500 YR <br /> <br /> J1 ICHECK mo NINII IDIR STRT METRIC BVINS Q WSEL FQ <br />I o. 4. o. O. .000000 .00 .0 O. 5234.350 .000 <br />J2 NPROF IPLOT PRFVS XSECV XSEes FN ALlDC IBW CllNIM InlACE <br />I 15.000 .000 -1.000 .000 .000 .000 .0lD .000 .000 .000 <br />IHLEQ .. 1. THEREFORE FRICTION LOSS (HL) IS CALCOIATED AS A FtJNCTIOO' or <br /> PROFILE TYPE, WHICH CAN VARY FROM REACH TO REACH. SEE OOCUMENl'ATIOO FOR <br /> DETAILS. <br />I 1 <br />0'7/22/88 08:25:01l PAGE 21 <br /> SECNO DEPTH CWSEL CRIWS WSELI< EG 8V HI. OLOSS BANK ELEV <br />I Q OLOB QeH 0<<lB ALOB ACH AROB VOL n<A IEFTIRIGIlT <br /> TIME VLOB VCH VROB XNL XOCB l<NR W'lN EI><IN SSTA <br /> SLOPE XLOBL XLCH XLOBR ITRIAL IOC Icarr CORAR TOPWID ENDST <br /> <br />I <br /> <br />*PROF 3 <br />AL.I.DWABLE ERROR FOR CRITICAL DEPTH DETERMINAl'ION (ALlDC) ~ <br /> <br />CCtNs< .100 CElN= .300 <br />*SECNO 13.000 <br /> <br />.010 PERCENT OF THE DEPTH <br /> <br />I 3470 ENCROACHMENT STATIONS: 600.0 2200.0 TYPE: 1 TARGET: -600.000 <br />ORIGINAL M'"JLLER DATA <br />13.00 6.35 5234.35 .00 5231l.35 5234.96 .61 .00 .00 5231.80 <br /> 21200. 6746. 3630. 10825. 13'78. 339. 2201. O. o. 5231.50 <br /> .00 4.89 10.70 4.90 .010 .040 .050 .000 5228.00 600.00 <br />I .008934 O. o. O. 0 0 0 .00 1532.08 2132.08 <br />0 <br />CCtN= .300 CEHV= .500 <br /> 'SECND 14.000 <br /> 3280 CROSS SECTION 14 . 0 0 EX'ffiNDED .94 FEET <br /> <br />I <br /> <br />3301 HV CB1\NGED MORE THAN BVINS <br /> <br />I <br /> <br />3495 OVERBANK AREA ASStMED NON-EITECTIVE,E1LEA= <br /> <br />5249.50 EUlEA= <br /> <br />5247.00 <br /> <br />FOOrHI!l.S CDS) - MOLLER DATA KlDIFIFD TO RESTRICT EFFECTIVE FLOIi TO BRID <br />14.00 8.64 5240.94 .00 .00 52.H.01 2.13 1.35 .16 <br />19800. O. 19800. O. O. 1690. O. 44. 15. <br />.02 .00 11. '71 .00 .060 .040 .060 .000 5232.30 <br />.012696 690. 690. 690. 5 0 0 .00 360.00 <br /> <br />5231.10 <br />5236.20 <br />1640.00 <br />2000.00 <br /> <br />I <br /> <br />o <br /> <br />SPECIAL BRIDGE <br /> <br />I <br /> <br />5221 DCMNS'lRFAM ELEV IS <br /> <br />5239.99 ,NOT <br /> <br />5240.94 HYDRAULIC ~ 0CC0R5 DOWNSTREAM (IF ~ FLOW CONl'ROLS) <br /> <br />SB Xl< <br />1.05 <br /> <br />Xl<OR <br />1.60 <br /> <br />COFO <br />2.70 <br /> <br />ROLEN <br />.00 <br /> <br />""c <br />365.00 <br /> <br />BWP BAREA <br />8.10 2112.00 <br /> <br />5S ELCHU ELCHD <br />.00 5236.00 5236.00 <br /> <br />I <br /> <br />*SECNO 16.000 <br />6810 D.S. ENERGY OF 5243.07 HIGHER THAN COMPUTED ENERGY OF 5242.63 <br />PRESSURE AND WEIR FLOW <br /> <br />I <br /> <br />I <br /> <br />01/22/88 <br /> <br />08:25:04 <br /> <br />PAGE 22 <br />