406
FGUS51 KTIR 071457
RVFTIR
RIVER FLOW AND VELOCITY FORECASTS
NWS OHIO RIVER FORECAST CENTER, WILMINGTON, OH
10:57AM EDT WEDNESDAY, MAY 07, 2025
NOTE: ALL FORECASTS INCLUDE EXPECTED PRECIPITATION THROUGH THE FIRST 48 HOURS.
ALL VALUES ARE INSTANTANEOUS MODEL-SIMULATED PROJECTIONS AT 7AM EST OR 8AM EDT.
FLOWS ARE UNITS OF KCFS. VELOCITY UNITS ARE MPH. * = HEC-RAS ESTIMATIONS
MAY 07 MAY 08 MAY 09 MAY 10
FORECAST POINT... FLOW VEL FLOW VEL FLOW VEL FLOW VEL
ALLEGHENY RIVER...
C.W. BILL YOUNG LOCK AND 52.9 2.1 52.6 2.1 55.9 2.2 54.1 2.1
MONONGAHELA RIVER...
BRADDOCK 27.3 1.5 33.4 1.8 30.6 1.7 23.0 1.3
BEAVER RIVER...
BEAVER FALLS 20.0 2.3 16.6 2.0 13.9 1.7 11.9 1.5
OHIO RIVER...
DASHIELDS LOCK AND DAM 83.1 2.0 87.8 2.1 87.8 2.1 78.2 1.9
MONTGOMERY LOCK AND DAM 99.8 2.3 107.2 2.4 103.6 2.4 92.1 2.1
WHEELING 105.4 2.8 114.5 2.9 109.9 2.9 98.0 2.8
MOUNDSVILLE 108.0 2.3 116.3 2.5 111.2 2.4 98.9 2.2
WILLOW ISLAND LOCK AND DA 118.1 2.8 122.1 2.8 116.1 2.8 104.8 2.7
PARKERSBURG 160.4 2.7 169.8 2.8 158.0 2.7 139.1 2.5
RACINE LOCK AND DAM 166.8 2.9 177.4 3.0 165.5 2.9 145.7 2.6
R C BYRD DAM 185.6 3.0 193.5 3.1 181.8 3.0 161.2 2.7
HUNTINGTON 189.5 3.1 196.4 3.1 189.0 3.1 169.7 2.8
LLOYD GREENUP DAM 197.1 2.8 200.0 2.9 200.4 2.9 184.3 2.7
MELDAHL DAM 214.6 2.9 218.3 2.9 221.5 3.0 212.5 2.9
CINCINNATI 231.1 3.4 236.8 3.5 236.0 3.5 229.6 3.4
MARKLAND DAM 246.1 3.0 258.7 3.0 254.5 3.0 246.8 3.0
MCALPINE UPPER 265.7 2.5 272.3 2.6 272.3 2.6 263.4 2.5
MCALPINE LOWER 256.5 2.9 268.6 2.9 271.2 2.9 262.9 2.9
CANNELTON DAM 276.8 2.9 273.7 2.9 273.1 2.9 266.3 2.9
EVANSVILLE 303.3 3.0 315.0 3.0 313.3 3.0 310.6 3.0
J T MYERS DAM 346.1 3.0 376.6 3.2 382.9 3.2 378.7 3.2
SHAWNEETOWN 336.0 2.7 368.4 2.8 381.4 2.8 380.8 2.8
GOLCONDA 316.1 2.1 357.7 2.4 380.8 2.5 385.9 2.6
SMITHLAND LOCK AND DAM 355.2 2.4 367.6 2.4 378.1 2.5 384.8 2.6
MUSKINGUM RIVER...
MCCONNELSVILLE 34.5 2.4 31.2 2.3 27.6 2.1 24.5 1.9
KANAWHA RIVER...
KANAWHA FALLS 11.4 2.2 10.6 2.1 9.6 2.1 8.8 2.0
BIG SANDY RIVER...
FULLERS STATION 5.4 1.3 5.1 1.3 4.4 1.2 3.8 1.1
SCIOTO RIVER...
PIKETON 28.7 2.4 28.6 2.4 28.1 2.4 26.7 2.4
LITTLE MIAMI RIVER...
MILFORD 7.3 2.4 5.5 2.1 4.3 1.8 3.4 1.6
LICKING RIVER...
CATAWBA 8.8 2.5 8.4 2.4 7.8 2.4 7.1 2.2
KENTUCKY RIVER...
FRANKFORT 13.1 1.6 9.8 1.2 7.5 0.9 6.1 1.1
GREEN RIVER...
SPOTTSVILLE 35.0 2.4 35.5 2.4 35.1 2.4 34.5 2.4
WABASH RIVER...
NEW HARMONY 54.4 1.9 58.0 1.9 56.2 1.9 50.3 1.9
.BR TIR 20250507 Z DH12/DC202505071457/DUE/DQG/QRIFF/QFIFF/DRH+06/QRIFF/QFIFF
.B1 DRH+12/QRIFF/QFIFF/DRH+18/QRIFF/QFIFF
ACMP1 52.9/2.1 / 52.6/2.1 / 55.9/2.2 / 54.1/2.1
BDDP1 27.3/1.5 / 33.4/1.8 / 30.6/1.7 / 23.0/1.3
BEAP1 20.0/2.3 / 16.6/2.0 / 13.9/1.7 / 11.9/1.5
DSHP1 83.1/2.0 / 87.8/2.1 / 87.8/2.1 / 78.2/1.9
MGYP1 99.8/2.3 /107.2/2.4 /103.6/2.4 / 92.1/2.1
WLGW2 105.4/2.8 /114.5/2.9 /109.9/2.9 / 98.0/2.8
MOUW2 108.0/2.3 /116.3/2.5 /111.2/2.4 / 98.9/2.2
RNOO1 118.1/2.8 /122.1/2.8 /116.1/2.8 /104.8/2.7
PARW2 160.4/2.7 /169.8/2.8 /158.0/2.7 /139.1/2.5
RACW2 166.8/2.9 /177.4/3.0 /165.5/2.9 /145.7/2.6
GALW2 185.6/3.0 /193.5/3.1 /181.8/3.0 /161.2/2.7
HNTW2 189.5/3.1 /196.4/3.1 /189.0/3.1 /169.7/2.8
GNUK2 197.1/2.8 /200.0/2.9 /200.4/2.9 /184.3/2.7
MELO1 214.6/2.9 /218.3/2.9 /221.5/3.0 /212.5/2.9
CCNO1 231.1/3.4 /236.8/3.5 /236.0/3.5 /229.6/3.4
MKLK2 246.1/3.0 /258.7/3.0 /254.5/3.0 /246.8/3.0
MLUK2 265.7/2.5 /272.3/2.6 /272.3/2.6 /263.4/2.5
MLPK2 256.5/2.9 /268.6/2.9 /271.2/2.9 /262.9/2.9
CNNI3 276.8/2.9 /273.7/2.9 /273.1/2.9 /266.3/2.9
EVVI3 303.3/3.0 /315.0/3.0 /313.3/3.0 /310.6/3.0
UNWK2 346.1/3.0 /376.6/3.2 /382.9/3.2 /378.7/3.2
SHNI2 336.0/2.7 /368.4/2.8 /381.4/2.8 /380.8/2.8
GOLI2 316.1/2.1 /357.7/2.4 /380.8/2.5 /385.9/2.6
SMLI2 355.2/2.4 /367.6/2.4 /378.1/2.5 /384.8/2.6
MCCO1 34.5/2.4 / 31.2/2.3 / 27.6/2.1 / 24.5/1.9
KANW2 11.4/2.2 / 10.6/2.1 / 9.6/2.1 / 8.8/2.0
FLRK2 5.4/1.3 / 5.1/1.3 / 4.4/1.2 / 3.8/1.1
PKTO1 28.7/2.4 / 28.6/2.4 / 28.1/2.4 / 26.7/2.4
MLGO1 7.3/2.4 / 5.5/2.1 / 4.3/1.8 / 3.4/1.6
CATK2 8.8/2.5 / 8.4/2.4 / 7.8/2.4 / 7.1/2.2
FFTK2 13.1/1.6 / 9.8/1.2 / 7.5/0.9 / 6.1/1.1
SPTK2 35.0/2.4 / 35.5/2.4 / 35.1/2.4 / 34.5/2.4
NHRI3 54.4/1.9 / 58.0/1.9 / 56.2/1.9 / 50.3/1.9
.END
..END OF MESSAGE
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