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<br /> RCIOOQ06.0H2
<br />'SECNO 221702.000
<br />CLAS S A LOW FLOW
<br /> o 9MARO 6 16:05:36 PAGE 38 .
<br /> SECNO DEPTH CWSEL
<br /> CRIWS WSELK EG HV HL OLOSS L- BANK ELEV
<br /> Q QLOB QCH QROB ALOB ACH AROB VOL TWA R - BANK ELEV
<br /> TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
<br /> SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST
<br /> I
<br />3420 BRIDGE W,S.= 4929.02 BRIDGE VELOCITY= 5.67 CALCULATED CHANNEL AREA= 946,
<br />EGPRS EGLWC H3 QWE IR QLOW BAREA TRAPEZOID I ELLC ELTRD WEIRLN
<br /> AREA I
<br /> .00 4929.84 ,06 O. 5370. 2461. 3189. 4938.90 4938,00 O.
<br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4932.80 ELREA~ 4939.50
<br />221702.000 7.86 4929.06 ,00 4929.06 4929.84 .61 : .00 .00 4932.80
<br /> I
<br /> 5370.0 ,0 5370.0 ,0 .0 857.4 ,0 1066.4 403.2 4939.50
<br /> 1.72 .00 6.26 ,00 .000 .035 .000 : .000 4921.20 11400,77
<br /> .002903 110. 65. 95. 0 0 0 ! .00 187.34 11588.11
<br /> I
<br />'SECNO 222377.000 I
<br />3302 WARNING: CONVEYANCE CHANGE OUTS IDE OF ACCEPTABLE RANGE, KRATIO = 1. 51
<br /> I
<br />222377.000 9.11 4930.81 4927.37 4930.81 4931.19 .39 11. 28 .07 4929.40
<br /> 5370.0 9,8 4984.0 376.1 11.5 965,1 346.1 1085.3 407.9 4925,10
<br /> 1. 76 ,86 5.16 1.09 .065 ,035 ,090 .000 4921.70 11328.99
<br />.001281 400. 675. 1200. 3 19 0 .00 311. 32 11640.31
<br />'SECNO 222452,000
<br />CLASS A LOW FLOW
<br /> i
<br />3420 BRIDGE W,S.= 4930.79 BRIDGE VELOCITY= 3.30 CALCULATED CHANNEL AREA= 1626.
<br />EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID I ELLC ELTRD WEIRLN
<br /> AREA I
<br /> .00 4931.19 .03 O. 5370. 2946. 2901. 4935.60 4939.60 O.
<br /> !
<br /> I .
<br />222452.000 9.41 4930.81 .00 4930.81 4931.19 .32 ' 00 .00 4928.80
<br /> 5370.0 6.8 4709.5 653,7 7,6 982.5 524.2 1687.8 408.5 4927.60
<br /> 1. 76 .89 4.79 1.25 .065 .035 ,090 i .000 4921. 40 11178.96
<br />.001059 75. 75, 75. 0 0 0 I .00 308.78 11487.74
<br />o 9MARO 6 16:05:36 PAGE 39
<br /> SECNO DEPTH CWSEL CRIWS WSELK EG HV H~ OLOSS L-BANK ELEV
<br /> Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV
<br /> TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
<br /> SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST
<br /> I
<br /> i
<br />'SECNO 223617.000 i
<br />3301 HV CHANGED MORE THAN HVINS I
<br />7185 MINIMUM SPECIFIC ENERGY
<br />3720 CRITICAL DEPTH ASSUMED I
<br />3470 ENCROACHMENT STATIONS= .0 10400.0 TYPE= TARGET~ '10400.000
<br />223617,000 5.11 4933.31 4933,31 4933,31 4934,93 1. 62 12,91 ,65 4934.40
<br /> 5370.0 .0 5370.0 .0 .0 525.7 .0 1112.9 414.1 4934.0q
<br /> 1. 79 .00 10,21 .00 ,000 .035 ,000 I .000 4928.20 10125,23
<br />.012583 1300. 1165. 800. 0 11 0 .00 163,52 10288,75
<br />'SECNO 224597.000
<br />3301 HV CHANGED MORE THAN HVINS
<br />
<br />KRATIO = 2.146
<br />I
<br />! 4.08
<br />h35.9
<br />i .000
<br />, .00
<br />I
<br />I
<br />I
<br />I
<br />KRATIO = 1.146
<br />i
<br />, 2.06
<br />1178.3
<br />i
<br />P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Modeis\Revised Models\RClOOQ06.doc
<br />
<br />3302 WARNING:
<br />
<br />CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE,
<br />
<br />224597.000
<br />5370,0
<br />1.85
<br />,002073
<br />
<br />9.68
<br />1158 .2
<br />1.39
<br />910.
<br />
<br />4938.98
<br />4211. 8
<br />5.66
<br />980.
<br />
<br />4935.94
<br />.0
<br />.00
<br />880.
<br />
<br />4938.98
<br />833.2
<br />.046
<br />4
<br />
<br />4939,37
<br />744.5
<br />.035
<br />11
<br />
<br />.40
<br />.0
<br />,000
<br />o
<br />
<br />.37
<br />427.5
<br />4929.30
<br />1088.72
<br />
<br />4938.00
<br />4960.00
<br />9394.36
<br />10483.08
<br />
<br />'SECNO 226167,000
<br />
<br />226167.000
<br />5370.0
<br />
<br />9.43
<br />,0
<br />
<br />4941. 03
<br />5275,5
<br />
<br />4936.65
<br />94.5
<br />
<br />4941. 03
<br />.0
<br />
<br />4941.43
<br />1031. 4
<br />
<br />.40
<br />118.9
<br />
<br />.00
<br />444,4
<br />
<br />4941. 90
<br />'4939.30
<br />
<br />.
<br />
<br />3302 WARNING:
<br />
<br />CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE,
<br />
<br />Page 22 of 49
<br />
<br />Created on 3/9/2006 4:06 PM
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