


River Forecast
Issued by NWS Ohio RFC
Issued by NWS Ohio RFC
Versions:
1
354 FGUS51 KTIR 031440 RVFTIR River Flow and Velocity Forecasts NWS Ohio River Forecast Center, Wilmington, OH 10:37AM EDT Tuesday, June 03, 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 Jun 03 Jun 04 Jun 05 Jun 06 Forecast Point... Flow Vel Flow Vel Flow Vel Flow Vel Allegheny River... C.W. Bill Young Lock and 18.6 0.9 17.1 0.8 16.9 0.8 15.7 0.7 Monongahela River... Braddock 32.3 1.8 26.0 1.5 22.2 1.3 17.0 1.1 Beaver River... Beaver Falls 2.4 0.4 2.4 0.4 2.2 0.3 2.0 0.3 Ohio River... Dashields Lock and Dam 51.8 1.3 43.9 1.1 39.8 1.0 33.3 0.9 Montgomery Lock and Dam 53.4 1.3 47.4 1.2 42.8 1.1 36.5 0.9 Wheeling 57.5 2.4 50.8 2.1 45.7 1.8 39.6 1.6 Moundsville 59.3 1.4 52.1 1.2 46.7 1.1 40.4 1.0 Willow Island Lock and Da 62.1 2.0 54.2 1.8 48.4 1.7 41.8 1.5 Parkersburg 75.3 1.6 64.6 1.4 57.4 1.2 50.1 1.1 Racine Lock and Dam 79.0 1.6 67.3 1.4 59.7 1.3 52.1 1.1 R C Byrd Dam 105.8 1.9 87.0 1.6 75.4 1.4 65.5 1.2 Huntington 116.8 2.0 92.4 1.7 79.9 1.5 69.9 1.3 Lloyd Greenup Dam 145.1 2.1 105.0 1.6 89.2 1.4 77.8 1.2 Meldahl Dam 189.4 2.9 121.5 2.5 96.0 2.3 81.2 2.2 Cincinnati 216.4 3.3 149.4 2.6 110.8 2.1 90.4 1.8 Markland Dam 238.3 2.9 171.7 2.6 120.2 2.3 96.6 2.1 McAlpine Upper 263.5 2.5 233.7 2.3 150.4 1.6 114.5 1.2 McAlpine Lower 262.7 2.9 233.2 2.8 149.9 2.5 114.1 2.3 Cannelton Dam 258.6 2.9 249.0 2.9 187.8 2.6 132.2 2.4 Evansville 253.8 2.6 269.6 2.7 261.5 2.7 172.3 2.1 J T Myers Dam 270.9 2.4 290.8 2.6 295.4 2.6 238.5 2.1 Shawneetown 266.4 2.4 286.7 2.5 295.8 2.5 263.1 2.4 Golconda 258.7 1.7 277.2 1.8 293.9 2.0 291.9 1.9 Smithland Lock and Dam 254.9 1.7 272.6 1.8 290.4 1.9 294.1 2.0 Muskingum River... McConnelsville 6.4 0.6 5.8 0.6 5.3 0.5 5.0 0.5 Kanawha River... Kanawha Falls 13.9 2.4 11.0 2.2 9.1 2.0 7.8 1.8 Big Sandy River... Fullers Station 5.7 1.3 5.1 1.3 4.4 1.2 3.9 1.1 Scioto River... Piketon 6.5 2.3 4.8 2.1 3.9 1.9 3.2 1.6 Little Miami River... Milford 0.6 0.7 0.7 0.6 0.7 0.6 0.7 0.6 Licking River... Catawba 6.1 2.1 5.8 2.0 5.2 1.9 4.6 1.8 Kentucky River... Frankfort 9.4 1.1 7.6 0.9 6.2 1.1 5.2 1.5 Green River... Spottsville 16.4 1.7 15.9 1.7 15.4 1.6 15.0 1.6 Wabash River... New Harmony 26.9 1.5 25.9 1.5 24.4 1.5 22.7 1.4 .BR TIR 20250603 Z DH12/DC202506031437/DUE/DQG/QRIFF/QFIFF/DRH+06/QRIFF/QFIFF .B1 DRH+12/QRIFF/QFIFF/DRH+18/QRIFF/QFIFF ACMP1 18.6/0.9 / 17.1/0.8 / 16.9/0.8 / 15.7/0.7 BDDP1 32.3/1.8 / 26.0/1.5 / 22.2/1.3 / 17.0/1.1 BEAP1 2.4/0.4 / 2.4/0.4 / 2.2/0.3 / 2.0/0.3 DSHP1 51.8/1.3 / 43.9/1.1 / 39.8/1.0 / 33.3/0.9 MGYP1 53.4/1.3 / 47.4/1.2 / 42.8/1.1 / 36.5/0.9 WLGW2 57.5/2.4 / 50.8/2.1 / 45.7/1.8 / 39.6/1.6 MOUW2 59.3/1.4 / 52.1/1.2 / 46.7/1.1 / 40.4/1.0 RNOO1 62.1/2.0 / 54.2/1.8 / 48.4/1.7 / 41.8/1.5 PARW2 75.3/1.6 / 64.6/1.4 / 57.4/1.2 / 50.1/1.1 RACW2 79.0/1.6 / 67.3/1.4 / 59.7/1.3 / 52.1/1.1 GALW2 105.8/1.9 / 87.0/1.6 / 75.4/1.4 / 65.5/1.2 HNTW2 116.8/2.0 / 92.4/1.7 / 79.9/1.5 / 69.9/1.3 GNUK2 145.1/2.1 /105.0/1.6 / 89.2/1.4 / 77.8/1.2 MELO1 189.4/2.9 /121.5/2.5 / 96.0/2.3 / 81.2/2.2 CCNO1 216.4/3.3 /149.4/2.6 /110.8/2.1 / 90.4/1.8 MKLK2 238.3/2.9 /171.7/2.6 /120.2/2.3 / 96.6/2.1 MLUK2 263.5/2.5 /233.7/2.3 /150.4/1.6 /114.5/1.2 MLPK2 262.7/2.9 /233.2/2.8 /149.9/2.5 /114.1/2.3 CNNI3 258.6/2.9 /249.0/2.9 /187.8/2.6 /132.2/2.4 EVVI3 253.8/2.6 /269.6/2.7 /261.5/2.7 /172.3/2.1 UNWK2 270.9/2.4 /290.8/2.6 /295.4/2.6 /238.5/2.1 SHNI2 266.4/2.4 /286.7/2.5 /295.8/2.5 /263.1/2.4 GOLI2 258.7/1.7 /277.2/1.8 /293.9/2.0 /291.9/1.9 SMLI2 254.9/1.7 /272.6/1.8 /290.4/1.9 /294.1/2.0 MCCO1 6.4/0.6 / 5.8/0.6 / 5.3/0.5 / 5.0/0.5 KANW2 13.9/2.4 / 11.0/2.2 / 9.1/2.0 / 7.8/1.8 FLRK2 5.7/1.3 / 5.1/1.3 / 4.4/1.2 / 3.9/1.1 PKTO1 6.5/2.3 / 4.8/2.1 / 3.9/1.9 / 3.2/1.6 MLGO1 0.6/0.7 / 0.7/0.6 / 0.7/0.6 / 0.7/0.6 CATK2 6.1/2.1 / 5.8/2.0 / 5.2/1.9 / 4.6/1.8 FFTK2 9.4/1.1 / 7.6/0.9 / 6.2/1.1 / 5.2/1.5 SPTK2 16.4/1.7 / 15.9/1.7 / 15.4/1.6 / 15.0/1.6 NHRI3 26.9/1.5 / 25.9/1.5 / 24.4/1.5 / 22.7/1.4 .END $$ ...END of MESSAGE...