River Forecast
Issued by NWS Ohio RFC
Issued by NWS Ohio RFC
Versions:
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510
FGUS51 KTIR 111415
RVFTIR
River Flow and Velocity Forecasts
NWS Ohio River Forecast Center, Wilmington, OH
10:15AM EDT Tuesday, March 11, 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
Mar 10 Mar 11 Mar 12 Mar 13
Forecast Point... Flow Vel Flow Vel Flow Vel Flow Vel
Allegheny River...
C.W. Bill Young Lock and 39.2 1.6 36.3 1.5 31.2 1.3 25.0 1.1
Monongahela River...
Braddock 8.5 0.6 8.2 0.6 7.5 0.5 7.0 0.5
Beaver River...
Beaver Falls 4.8 0.7 4.2 0.6 2.5 0.4 2.1 0.3
Ohio River...
Dashields Lock and Dam 48.6 1.2 45.3 1.2 39.4 1.0 32.8 0.9
Montgomery Lock and Dam 54.6 1.4 50.6 1.3 43.2 1.1 37.4 0.9
Wheeling 57.7 2.4 52.9 2.2 46.4 1.9 40.6 1.7
Moundsville 58.2 1.4 53.3 1.3 46.8 1.1 41.0 1.0
Willow Island Lock and Da 60.6 1.9 54.1 1.8 47.5 1.6 41.7 1.5
Parkersburg 69.7 1.5 62.0 1.3 54.8 1.2 48.5 1.1
Racine Lock and Dam 71.2 1.5 63.3 1.3 56.1 1.2 49.6 1.1
R C Byrd Dam 90.9 1.6 81.4 1.5 71.9 1.3 63.8 1.2
Huntington 96.5 1.7 86.9 1.6 76.8 1.4 67.7 1.3
Lloyd Greenup Dam 102.4 1.5 93.1 1.4 84.2 1.3 73.5 1.1
Meldahl Dam 107.0 2.4 97.9 2.3 87.4 2.3 76.1 2.2
Cincinnati 119.2 2.2 108.7 2.0 96.9 1.9 85.7 1.7
Markland Dam 127.1 2.4 115.3 2.3 103.0 2.2 91.7 2.1
McAlpine Upper 142.7 1.5 133.6 1.4 121.5 1.3 108.9 1.2
McAlpine Lower 142.2 2.4 133.2 2.4 121.1 2.3 108.5 2.2
Cannelton Dam 138.8 2.4 139.4 2.4 128.5 2.3 115.9 2.3
Evansville 172.6 2.1 174.0 2.1 161.7 2.0 147.7 1.9
J T Myers Dam 199.5 1.8 203.7 1.8 193.2 1.7 178.8 1.6
Shawneetown 200.4 2.1 204.1 2.1 194.1 2.0 179.4 2.0
Golconda 203.9 1.4 205.6 1.4 204.8 1.4 190.7 1.3
Smithland Lock and Dam 204.5 1.4 206.0 1.4 205.2 1.4 191.1 1.3
Muskingum River...
McConnelsville 6.1 0.6 5.8 0.6 5.4 0.5 5.1 0.5
Kanawha River...
Kanawha Falls 14.8 2.5 13.1 2.4 11.6 2.2 10.2 2.1
Big Sandy River...
Fullers Station 4.2 1.2 4.0 1.2 3.8 1.1 3.6 1.1
Scioto River...
Piketon 4.4 2.0 3.8 1.8 3.5 1.7 3.2 1.6
Little Miami River...
Milford 0.8 0.7 0.7 0.6 0.7 0.6 0.6 0.6
Licking River...
Catawba 6.1 2.1 6.0 2.1 5.8 2.0 5.6 2.0
Kentucky River...
Frankfort 7.8 1.0 7.2 0.9 6.8 0.9 6.5 1.0
Green River...
Spottsville 31.5 2.4 28.4 2.3 27.2 2.3 26.5 2.2
Wabash River...
New Harmony 24.5 1.5 24.8 1.5 24.7 1.5 23.5 1.4
.BR TIR 20250311 Z DH12/DC202503111415/DUE/DQG/QRIFF/QFIFF/DRH+06/QRIFF/QFIFF
.B1 DRH+12/QRIFF/QFIFF/DRH+18/QRIFF/QFIFF
ACMP1 39.2/1.6 / 36.3/1.5 / 31.2/1.3 / 25.0/1.1
BDDP1 8.5/0.6 / 8.2/0.6 / 7.5/0.5 / 7.0/0.5
BEAP1 4.8/0.7 / 4.2/0.6 / 2.5/0.4 / 2.1/0.3
DSHP1 48.6/1.2 / 45.3/1.2 / 39.4/1.0 / 32.8/0.9
MGYP1 54.6/1.4 / 50.6/1.3 / 43.2/1.1 / 37.4/0.9
WLGW2 57.7/2.4 / 52.9/2.2 / 46.4/1.9 / 40.6/1.7
MOUW2 58.2/1.4 / 53.3/1.3 / 46.8/1.1 / 41.0/1.0
RNOO1 60.6/1.9 / 54.1/1.8 / 47.5/1.6 / 41.7/1.5
PARW2 69.7/1.5 / 62.0/1.3 / 54.8/1.2 / 48.5/1.1
RACW2 71.2/1.5 / 63.3/1.3 / 56.1/1.2 / 49.6/1.1
GALW2 90.9/1.6 / 81.4/1.5 / 71.9/1.3 / 63.8/1.2
HNTW2 96.5/1.7 / 86.9/1.6 / 76.8/1.4 / 67.7/1.3
GNUK2 102.4/1.5 / 93.1/1.4 / 84.2/1.3 / 73.5/1.1
MELO1 107.0/2.4 / 97.9/2.3 / 87.4/2.3 / 76.1/2.2
CCNO1 119.2/2.2 /108.7/2.0 / 96.9/1.9 / 85.7/1.7
MKLK2 127.1/2.4 /115.3/2.3 /103.0/2.2 / 91.7/2.1
MLUK2 142.7/1.5 /133.6/1.4 /121.5/1.3 /108.9/1.2
MLPK2 142.2/2.4 /133.2/2.4 /121.1/2.3 /108.5/2.2
CNNI3 138.8/2.4 /139.4/2.4 /128.5/2.3 /115.9/2.3
EVVI3 172.6/2.1 /174.0/2.1 /161.7/2.0 /147.7/1.9
UNWK2 199.5/1.8 /203.7/1.8 /193.2/1.7 /178.8/1.6
SHNI2 200.4/2.1 /204.1/2.1 /194.1/2.0 /179.4/2.0
GOLI2 203.9/1.4 /205.6/1.4 /204.8/1.4 /190.7/1.3
SMLI2 204.5/1.4 /206.0/1.4 /205.2/1.4 /191.1/1.3
MCCO1 6.1/0.6 / 5.8/0.6 / 5.4/0.5 / 5.1/0.5
KANW2 14.8/2.5 / 13.1/2.4 / 11.6/2.2 / 10.2/2.1
FLRK2 4.2/1.2 / 4.0/1.2 / 3.8/1.1 / 3.6/1.1
PKTO1 4.4/2.0 / 3.8/1.8 / 3.5/1.7 / 3.2/1.6
MLGO1 0.8/0.7 / 0.7/0.6 / 0.7/0.6 / 0.6/0.6
CATK2 6.1/2.1 / 6.0/2.1 / 5.8/2.0 / 5.6/2.0
FFTK2 7.8/1.0 / 7.2/0.9 / 6.8/0.9 / 6.5/1.0
SPTK2 31.5/2.4 / 28.4/2.3 / 27.2/2.3 / 26.5/2.2
NHRI3 24.5/1.5 / 24.8/1.5 / 24.7/1.5 / 23.5/1.4
.END
$$
...END of MESSAGE...