


River Forecast
Issued by NWS Ohio RFC
Issued by NWS Ohio RFC
Versions:
1
928 FGUS51 KTIR 211608 RVFTIR River Flow and Velocity Forecasts NWS Ohio River Forecast Center, Wilmington, OH 12:07PM EDT Monday, July 21, 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 Jul 21 Jul 22 Jul 23 Jul 24 Forecast Point... Flow Vel Flow Vel Flow Vel Flow Vel Allegheny River... C.W. Bill Young Lock and 6.2 0.3 5.7 0.3 4.8 0.2 4.6 0.2 Monongahela River... Braddock 11.2 0.7 10.0 0.7 7.9 0.5 6.4 0.4 Beaver River... Beaver Falls 1.5 0.2 1.4 0.2 1.4 0.2 1.4 0.2 Ohio River... Dashields Lock and Dam 19.7 0.6 16.0 0.5 13.2 0.4 11.5 0.4 Montgomery Lock and Dam 22.4 0.6 17.7 0.4 14.9 0.4 13.0 0.3 Wheeling 22.6 0.9 18.7 0.7 15.7 0.6 14.0 0.6 Moundsville 22.8 0.5 18.9 0.5 15.8 0.4 14.2 0.3 Willow Island Lock and Da 27.3 1.0 19.2 0.7 16.4 0.6 14.6 0.5 Parkersburg 40.2 0.9 30.4 0.7 25.2 0.6 22.0 0.5 Racine Lock and Dam 47.7 1.0 34.7 0.8 28.2 0.6 24.4 0.5 R C Byrd Dam 71.3 1.3 69.1 1.3 52.4 1.0 45.4 0.9 Huntington 64.1 1.2 80.7 1.5 61.0 1.2 50.1 1.0 Lloyd Greenup Dam 56.0 0.9 94.2 1.4 72.0 1.1 58.3 0.9 Meldahl Dam 85.6 2.2 105.8 2.4 87.8 2.3 67.2 2.1 Cincinnati 113.8 2.1 115.0 2.1 108.2 2.0 80.0 1.6 Markland Dam 121.5 2.3 114.1 2.3 118.5 2.3 88.1 2.0 McAlpine Upper 104.0 1.1 117.8 1.3 129.3 1.4 110.4 1.2 McAlpine Lower 97.2 2.2 117.2 2.3 129.0 2.3 110.3 2.2 Cannelton Dam 94.2 2.2 120.3 2.3 123.1 2.3 120.5 2.3 Evansville 126.7 1.7 140.6 1.8 137.4 1.8 137.7 1.8 J T Myers Dam 175.5 1.5 184.4 1.6 188.7 1.7 193.5 1.7 Shawneetown 177.6 2.0 185.8 2.0 189.5 2.0 194.0 2.0 Golconda 194.9 1.3 181.4 1.2 193.5 1.3 194.6 1.3 Smithland Lock and Dam 195.4 1.3 181.6 1.2 193.7 1.3 194.7 1.3 Muskingum River... McConnelsville 3.8 0.4 3.8 0.4 3.6 0.4 3.5 0.3 Kanawha River... Kanawha Falls 16.5 2.6 17.2 2.7 14.6 2.5 13.2 2.4 Big Sandy River... Fullers Station 3.9 1.2 4.6 1.2 5.1 1.3 5.0 1.3 Scioto River... Piketon 7.7 2.2 10.2 2.0 8.8 2.1 6.2 2.3 Little Miami River... Milford 4.0 1.8 3.9 1.8 2.4 1.3 1.6 1.0 Licking River... Catawba 6.9 2.2 8.1 2.4 8.5 2.4 5.1 1.9 Kentucky River... Frankfort 3.8 1.5 4.6 1.6 5.5 1.4 4.3 1.6 Green River... Spottsville 13.9 1.5 15.8 1.6 14.7 1.6 12.4 1.4 Wabash River... New Harmony 42.0 1.8 43.7 1.8 44.9 1.8 42.3 1.8 .BR TIR 20250721 Z DH12/DC202507211607/DUE/DQG/QRIFF/QFIFF/DRH+06/QRIFF/QFIFF .B1 DRH+12/QRIFF/QFIFF/DRH+18/QRIFF/QFIFF ACMP1 6.2/0.3 / 5.7/0.3 / 4.8/0.2 / 4.6/0.2 BDDP1 11.2/0.7 / 10.0/0.7 / 7.9/0.5 / 6.4/0.4 BEAP1 1.5/0.2 / 1.4/0.2 / 1.4/0.2 / 1.4/0.2 DSHP1 19.7/0.6 / 16.0/0.5 / 13.2/0.4 / 11.5/0.4 MGYP1 22.4/0.6 / 17.7/0.4 / 14.9/0.4 / 13.0/0.3 WLGW2 22.6/0.9 / 18.7/0.7 / 15.7/0.6 / 14.0/0.6 MOUW2 22.8/0.5 / 18.9/0.5 / 15.8/0.4 / 14.2/0.3 RNOO1 27.3/1.0 / 19.2/0.7 / 16.4/0.6 / 14.6/0.5 PARW2 40.2/0.9 / 30.4/0.7 / 25.2/0.6 / 22.0/0.5 RACW2 47.7/1.0 / 34.7/0.8 / 28.2/0.6 / 24.4/0.5 GALW2 71.3/1.3 / 69.1/1.3 / 52.4/1.0 / 45.4/0.9 HNTW2 64.1/1.2 / 80.7/1.5 / 61.0/1.2 / 50.1/1.0 GNUK2 56.0/0.9 / 94.2/1.4 / 72.0/1.1 / 58.3/0.9 MELO1 85.6/2.2 /105.8/2.4 / 87.8/2.3 / 67.2/2.1 CCNO1 113.8/2.1 /115.0/2.1 /108.2/2.0 / 80.0/1.6 MKLK2 121.5/2.3 /114.1/2.3 /118.5/2.3 / 88.1/2.0 MLUK2 104.0/1.1 /117.8/1.3 /129.3/1.4 /110.4/1.2 MLPK2 97.2/2.2 /117.2/2.3 /129.0/2.3 /110.3/2.2 CNNI3 94.2/2.2 /120.3/2.3 /123.1/2.3 /120.5/2.3 EVVI3 126.7/1.7 /140.6/1.8 /137.4/1.8 /137.7/1.8 UNWK2 175.5/1.5 /184.4/1.6 /188.7/1.7 /193.5/1.7 SHNI2 177.6/2.0 /185.8/2.0 /189.5/2.0 /194.0/2.0 GOLI2 194.9/1.3 /181.4/1.2 /193.5/1.3 /194.6/1.3 SMLI2 195.4/1.3 /181.6/1.2 /193.7/1.3 /194.7/1.3 MCCO1 3.8/0.4 / 3.8/0.4 / 3.6/0.4 / 3.5/0.3 KANW2 16.5/2.6 / 17.2/2.7 / 14.6/2.5 / 13.2/2.4 FLRK2 3.9/1.2 / 4.6/1.2 / 5.1/1.3 / 5.0/1.3 PKTO1 7.7/2.2 / 10.2/2.0 / 8.8/2.1 / 6.2/2.3 MLGO1 4.0/1.8 / 3.9/1.8 / 2.4/1.3 / 1.6/1.0 CATK2 6.9/2.2 / 8.1/2.4 / 8.5/2.4 / 5.1/1.9 FFTK2 3.8/1.5 / 4.6/1.6 / 5.5/1.4 / 4.3/1.6 SPTK2 13.9/1.5 / 15.8/1.6 / 14.7/1.6 / 12.4/1.4 NHRI3 42.0/1.8 / 43.7/1.8 / 44.9/1.8 / 42.3/1.8 .END $$ ...END of MESSAGE...