River Forecast
Issued by NWS Ohio RFC
Issued by NWS Ohio RFC
Versions:
1
582
FGUS51 KTIR 111603
RVFTIR
River Flow and Velocity Forecasts
NWS Ohio River Forecast Center, Wilmington, OH
11:59AM EDT Tuesday, August 11, 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
Aug 11 Aug 12 Aug 13 Aug 14
Forecast Point... Flow Vel Flow Vel Flow Vel Flow Vel
Allegheny River...
C.W. Bill Young Lock and 15.2 0.7 15.9 0.7 19.1 0.9 17.5 0.8
Monongahela River...
Braddock 7.0 0.5 44.6 2.1 39.5 2.0 25.7 1.5
Beaver River...
Beaver Falls 1.7 0.3 5.2 0.7 6.1 0.8 3.9 0.6
Ohio River...
Dashields Lock and Dam 23.3 0.7 63.3 1.6 61.3 1.5 44.8 1.2
Montgomery Lock and Dam 26.2 0.7 62.0 1.5 70.9 1.7 52.4 1.3
Wheeling 33.8 1.4 74.6 2.6 86.4 2.6 62.7 2.5
Moundsville 34.3 0.8 77.7 1.8 88.4 2.0 63.8 1.5
Willow Island Lock and Da 39.4 1.4 94.8 2.5 99.3 2.6 68.4 2.1
Parkersburg 53.0 1.2 155.5 2.7 171.4 2.8 118.9 2.2
Racine Lock and Dam 65.5 1.4 173.6 3.0 197.2 3.2 138.9 2.5
R C Byrd Dam 77.3 1.4 195.9 3.1 255.1 3.7 195.7 3.1
Huntington 78.2 1.4 168.5 2.8 261.5 3.8 231.4 3.5
Lloyd Greenup Dam 69.5 1.1 131.4 2.0 236.1 3.3 260.2 3.5
Meldahl Dam 69.7 2.1 115.3 2.4 208.7 2.9 284.5 3.1
Cincinnati 66.7 1.4 120.0 2.2 189.1 3.1 274.0 3.8
Markland Dam 62.3 1.7 109.9 2.2 208.4 2.8 268.1 3.0
McAlpine Upper 62.8 0.7 80.4 0.9 173.6 1.8 237.4 2.3
McAlpine Lower 67.8 2.0 73.6 2.1 173.6 2.6 237.4 2.8
Cannelton Dam 69.1 2.0 70.3 2.0 123.4 2.3 197.1 2.7
Evansville 69.7 1.2 71.0 1.2 106.2 1.6 184.0 2.1
J T Myers Dam 85.5 0.8 86.9 0.8 102.1 0.9 180.3 1.6
Shawneetown 85.6 1.5 87.0 1.5 102.2 1.6 180.3 2.0
Golconda 86.4 0.6 88.1 0.6 94.2 0.6 137.2 0.9
Smithland Lock and Dam 90.3 0.6 88.3 0.6 94.3 0.6 137.3 0.9
Muskingum River...
McConnelsville 15.9 1.4 31.3 2.3 23.7 1.9 21.5 1.7
Kanawha River...
Kanawha Falls 8.6 1.9 21.2 2.9 22.1 3.0 18.8 2.8
Big Sandy River...
Fullers Station 1.3 0.5 1.1 0.4 1.6 0.6 2.0 0.7
Scioto River...
Piketon 2.7 1.4 15.1 2.5 32.7 2.5 30.6 2.5
Little Miami River...
Milford 0.3 1.4 8.8 2.7 5.1 2.0 3.3 1.6
Licking River...
Catawba 0.3 0.3 1.0 0.7 3.8 1.6 4.1 1.7
Kentucky River...
Frankfort 1.2 0.5 1.1 0.5 1.8 0.8 4.2 1.5
Green River...
Spottsville 3.0 0.5 3.1 0.5 3.2 0.5 3.3 0.5
Wabash River...
New Harmony 14.4 1.1 13.3 1.0 12.3 1.0 11.1 0.9
.BR TIR 20260811 Z DH12/DC202608111559/DUE/DQG/QRIFF/QFIFF/DRH+06/QRIFF/QFIFF
.B1 DRH+12/QRIFF/QFIFF/DRH+18/QRIFF/QFIFF
ACMP1 15.2/0.7 / 15.9/0.7 / 19.1/0.9 / 17.5/0.8
BDDP1 7.0/0.5 / 44.6/2.1 / 39.5/2.0 / 25.7/1.5
BEAP1 1.7/0.3 / 5.2/0.7 / 6.1/0.8 / 3.9/0.6
DSHP1 23.3/0.7 / 63.3/1.6 / 61.3/1.5 / 44.8/1.2
MGYP1 26.2/0.7 / 62.0/1.5 / 70.9/1.7 / 52.4/1.3
WLGW2 33.8/1.4 / 74.6/2.6 / 86.4/2.6 / 62.7/2.5
MOUW2 34.3/0.8 / 77.7/1.8 / 88.4/2.0 / 63.8/1.5
RNOO1 39.4/1.4 / 94.8/2.5 / 99.3/2.6 / 68.4/2.1
PARW2 53.0/1.2 /155.5/2.7 /171.4/2.8 /118.9/2.2
RACW2 65.5/1.4 /173.6/3.0 /197.2/3.2 /138.9/2.5
GALW2 77.3/1.4 /195.9/3.1 /255.1/3.7 /195.7/3.1
HNTW2 78.2/1.4 /168.5/2.8 /261.5/3.8 /231.4/3.5
GNUK2 69.5/1.1 /131.4/2.0 /236.1/3.3 /260.2/3.5
MELO1 69.7/2.1 /115.3/2.4 /208.7/2.9 /284.5/3.1
CCNO1 66.7/1.4 /120.0/2.2 /189.1/3.1 /274.0/3.8
MKLK2 62.3/1.7 /109.9/2.2 /208.4/2.8 /268.1/3.0
MLUK2 62.8/0.7 / 80.4/0.9 /173.6/1.8 /237.4/2.3
MLPK2 67.8/2.0 / 73.6/2.1 /173.6/2.6 /237.4/2.8
CNNI3 69.1/2.0 / 70.3/2.0 /123.4/2.3 /197.1/2.7
EVVI3 69.7/1.2 / 71.0/1.2 /106.2/1.6 /184.0/2.1
UNWK2 85.5/0.8 / 86.9/0.8 /102.1/0.9 /180.3/1.6
SHNI2 85.6/1.5 / 87.0/1.5 /102.2/1.6 /180.3/2.0
GOLI2 86.4/0.6 / 88.1/0.6 / 94.2/0.6 /137.2/0.9
SMLI2 90.3/0.6 / 88.3/0.6 / 94.3/0.6 /137.3/0.9
MCCO1 15.9/1.4 / 31.3/2.3 / 23.7/1.9 / 21.5/1.7
KANW2 8.6/1.9 / 21.2/2.9 / 22.1/3.0 / 18.8/2.8
FLRK2 1.3/0.5 / 1.1/0.4 / 1.6/0.6 / 2.0/0.7
PKTO1 2.7/1.4 / 15.1/2.5 / 32.7/2.5 / 30.6/2.5
MLGO1 0.3/1.4 / 8.8/2.7 / 5.1/2.0 / 3.3/1.6
CATK2 0.3/0.3 / 1.0/0.7 / 3.8/1.6 / 4.1/1.7
FFTK2 1.2/0.5 / 1.1/0.5 / 1.8/0.8 / 4.2/1.5
SPTK2 3.0/0.5 / 3.1/0.5 / 3.2/0.5 / 3.3/0.5
NHRI3 14.4/1.1 / 13.3/1.0 / 12.3/1.0 / 11.1/0.9
.END
$$
...END of MESSAGE...