923
FGUS51 KTIR 021351
RVFTIR
RIVER FLOW AND VELOCITY FORECASTS
NWS OHIO RIVER FORECAST CENTER, WILMINGTON, OH
09:45AM EDT THURSDAY, APRIL 02, 2026
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
APR 02 APR 03 APR 04 APR 05
FORECAST POINT... FLOW VEL FLOW VEL FLOW VEL FLOW VEL
ALLEGHENY RIVER...
C.W. BILL YOUNG LOCK AND 68.7 2.6 80.1 2.9 74.3 2.7 78.4 2.8
MONONGAHELA RIVER...
BRADDOCK 31.7 1.7 29.6 1.6 23.0 1.3 18.7 1.2
BEAVER RIVER...
BEAVER FALLS 40.5 3.8 28.9 3.1 17.4 2.1 22.0 2.5
OHIO RIVER...
DASHIELDS LOCK AND DAM 104.3 2.4 112.6 2.5 99.8 2.3 99.6 2.3
MONTGOMERY LOCK AND DAM 133.8 2.9 146.3 3.1 120.5 2.7 122.5 2.7
WHEELING 143.7 3.1 165.8 3.2 137.0 3.1 132.6 3.0
MOUNDSVILLE 148.0 3.0 169.6 3.3 139.7 2.9 134.8 2.8
WILLOW ISLAND LOCK AND DA 136.7 3.0 167.7 3.2 158.3 3.1 141.2 3.0
PARKERSBURG 167.7 2.8 201.9 3.1 197.7 3.1 178.9 2.9
RACINE LOCK AND DAM 166.4 2.9 204.5 3.3 206.3 3.3 185.1 3.1
R C BYRD DAM 173.3 2.9 215.3 3.4 220.2 3.4 199.9 3.2
HUNTINGTON 161.5 2.7 210.1 3.3 225.6 3.5 210.5 3.3
LLOYD GREENUP DAM 150.3 2.2 198.9 2.9 224.5 3.1 223.5 3.1
MELDAHL DAM 147.7 2.7 173.8 2.8 210.8 2.9 229.1 3.0
CINCINNATI 157.3 2.7 170.2 2.9 206.1 3.2 231.6 3.4
MARKLAND DAM 169.2 2.6 174.2 2.6 208.8 2.8 234.9 2.9
MCALPINE UPPER 194.3 2.0 178.1 1.8 198.0 2.0 224.1 2.2
MCALPINE LOWER 194.3 2.7 178.1 2.6 197.9 2.7 224.1 2.8
CANNELTON DAM 219.0 2.8 179.6 2.6 181.6 2.6 205.3 2.7
EVANSVILLE 250.1 2.6 205.5 2.3 182.8 2.1 202.8 2.3
J T MYERS DAM 292.1 2.6 253.2 2.2 221.7 2.0 242.5 2.1
SHAWNEETOWN 291.4 2.5 269.3 2.4 226.3 2.2 237.9 2.3
GOLCONDA 289.3 1.9 282.7 1.9 236.5 1.6 232.9 1.5
SMITHLAND LOCK AND DAM 285.0 1.9 286.6 1.9 247.2 1.6 231.8 1.5
MUSKINGUM RIVER...
MCCONNELSVILLE 26.2 2.0 27.9 2.1 29.9 2.2 29.4 2.2
KANAWHA RIVER...
KANAWHA FALLS 5.5 1.5 6.7 1.7 6.4 1.7 7.4 1.8
BIG SANDY RIVER...
FULLERS STATION 2.5 0.8 2.6 0.9 2.3 0.8 2.1 0.7
SCIOTO RIVER...
PIKETON 9.0 2.1 10.7 2.1 13.8 2.5 13.0 2.4
LITTLE MIAMI RIVER...
MILFORD 2.5 1.4 3.3 1.6 2.9 1.5 2.3 1.3
LICKING RIVER...
CATAWBA 3.1 1.4 2.1 1.1 3.1 1.4 3.4 1.5
KENTUCKY RIVER...
FRANKFORT 2.9 1.2 2.1 0.9 2.1 0.9 1.9 0.8
GREEN RIVER...
SPOTTSVILLE 3.1 0.5 2.9 0.5 2.8 0.4 2.7 0.4
WABASH RIVER...
NEW HARMONY 39.4 1.8 38.0 1.7 35.9 1.7 40.1 1.8
.BR TIR 20260402 Z DH12/DC202604021345/DUE/DQG/QRIFF/QFIFF/DRH+06/QRIFF/QFIFF
.B1 DRH+12/QRIFF/QFIFF/DRH+18/QRIFF/QFIFF
ACMP1 68.7/2.6 / 80.1/2.9 / 74.3/2.7 / 78.4/2.8
BDDP1 31.7/1.7 / 29.6/1.6 / 23.0/1.3 / 18.7/1.2
BEAP1 40.5/3.8 / 28.9/3.1 / 17.4/2.1 / 22.0/2.5
DSHP1 104.3/2.4 /112.6/2.5 / 99.8/2.3 / 99.6/2.3
MGYP1 133.8/2.9 /146.3/3.1 /120.5/2.7 /122.5/2.7
WLGW2 143.7/3.1 /165.8/3.2 /137.0/3.1 /132.6/3.0
MOUW2 148.0/3.0 /169.6/3.3 /139.7/2.9 /134.8/2.8
RNOO1 136.7/3.0 /167.7/3.2 /158.3/3.1 /141.2/3.0
PARW2 167.7/2.8 /201.9/3.1 /197.7/3.1 /178.9/2.9
RACW2 166.4/2.9 /204.5/3.3 /206.3/3.3 /185.1/3.1
GALW2 173.3/2.9 /215.3/3.4 /220.2/3.4 /199.9/3.2
HNTW2 161.5/2.7 /210.1/3.3 /225.6/3.5 /210.5/3.3
GNUK2 150.3/2.2 /198.9/2.9 /224.5/3.1 /223.5/3.1
MELO1 147.7/2.7 /173.8/2.8 /210.8/2.9 /229.1/3.0
CCNO1 157.3/2.7 /170.2/2.9 /206.1/3.2 /231.6/3.4
MKLK2 169.2/2.6 /174.2/2.6 /208.8/2.8 /234.9/2.9
MLUK2 194.3/2.0 /178.1/1.8 /198.0/2.0 /224.1/2.2
MLPK2 194.3/2.7 /178.1/2.6 /197.9/2.7 /224.1/2.8
CNNI3 219.0/2.8 /179.6/2.6 /181.6/2.6 /205.3/2.7
EVVI3 250.1/2.6 /205.5/2.3 /182.8/2.1 /202.8/2.3
UNWK2 292.1/2.6 /253.2/2.2 /221.7/2.0 /242.5/2.1
SHNI2 291.4/2.5 /269.3/2.4 /226.3/2.2 /237.9/2.3
GOLI2 289.3/1.9 /282.7/1.9 /236.5/1.6 /232.9/1.5
SMLI2 285.0/1.9 /286.6/1.9 /247.2/1.6 /231.8/1.5
MCCO1 26.2/2.0 / 27.9/2.1 / 29.9/2.2 / 29.4/2.2
KANW2 5.5/1.5 / 6.7/1.7 / 6.4/1.7 / 7.4/1.8
FLRK2 2.5/0.8 / 2.6/0.9 / 2.3/0.8 / 2.1/0.7
PKTO1 9.0/2.1 / 10.7/2.1 / 13.8/2.5 / 13.0/2.4
MLGO1 2.5/1.4 / 3.3/1.6 / 2.9/1.5 / 2.3/1.3
CATK2 3.1/1.4 / 2.1/1.1 / 3.1/1.4 / 3.4/1.5
FFTK2 2.9/1.2 / 2.1/0.9 / 2.1/0.9 / 1.9/0.8
SPTK2 3.1/0.5 / 2.9/0.5 / 2.8/0.4 / 2.7/0.4
NHRI3 39.4/1.8 / 38.0/1.7 / 35.9/1.7 / 40.1/1.8
.END
..END OF MESSAGE
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