


River Forecast
Issued by NWS Ohio RFC
Issued by NWS Ohio RFC
555 FGUS51 KTIR 141504 RVFTIR River Flow and Velocity Forecasts NWS Ohio River Forecast Center, Wilmington, OH 11:04AM EDT Saturday, June 14, 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 14 Jun 15 Jun 16 Jun 17 Forecast Point... Flow Vel Flow Vel Flow Vel Flow Vel Allegheny River... C.W. Bill Young Lock and 27.8 1.2 25.9 1.1 28.4 1.2 22.4 1.0 Monongahela River... Braddock 14.9 1.0 13.2 0.9 17.0 1.1 20.6 1.2 Beaver River... Beaver Falls 4.4 0.6 5.6 0.8 4.7 0.6 3.5 0.5 Ohio River... Dashields Lock and Dam 44.4 1.1 40.7 1.1 47.1 1.2 44.2 1.1 Montgomery Lock and Dam 48.7 1.2 45.8 1.1 51.9 1.3 49.8 1.2 Wheeling 50.9 2.1 50.3 2.1 56.4 2.3 54.3 2.3 Moundsville 51.3 1.2 51.4 1.2 57.9 1.4 55.4 1.3 Willow Island Lock and Da 57.1 1.9 52.5 1.8 60.2 1.9 57.3 1.9 Parkersburg 76.2 1.6 62.1 1.3 68.9 1.4 68.0 1.4 Racine Lock and Dam 75.9 1.6 63.4 1.3 70.4 1.5 69.5 1.4 R C Byrd Dam 78.9 1.4 75.1 1.4 86.1 1.6 94.5 1.7 Huntington 80.5 1.5 76.7 1.4 85.3 1.6 96.6 1.7 Lloyd Greenup Dam 84.9 1.3 81.1 1.2 86.6 1.3 99.6 1.5 Meldahl Dam 91.0 2.3 84.6 2.2 84.7 2.2 97.6 2.3 Cincinnati 106.8 2.0 92.5 1.8 90.1 1.7 102.9 2.0 Markland Dam 119.1 2.3 98.3 2.1 93.2 2.1 103.5 2.2 McAlpine Upper 141.4 1.5 113.9 1.2 103.3 1.1 105.2 1.1 McAlpine Lower 141.3 2.4 113.8 2.3 103.1 2.2 105.0 2.2 Cannelton Dam 154.6 2.5 126.4 2.3 107.3 2.2 101.2 2.2 Evansville 182.8 2.1 156.2 1.9 134.0 1.8 123.8 1.7 J T Myers Dam 247.9 2.2 219.8 1.9 191.6 1.7 172.6 1.5 Shawneetown 255.8 2.4 228.4 2.2 195.4 2.0 173.6 1.9 Golconda 270.4 1.8 248.9 1.7 222.0 1.5 190.0 1.3 Smithland Lock and Dam 293.6 2.0 270.6 1.8 235.9 1.6 195.9 1.3 Muskingum River... McConnelsville 8.0 0.8 7.0 0.7 6.9 0.7 6.7 0.7 Kanawha River... Kanawha Falls 5.7 1.5 10.4 2.1 12.9 2.3 20.0 2.9 Big Sandy River... Fullers Station 2.5 0.8 2.4 0.8 2.9 1.0 2.9 1.0 Scioto River... Piketon 4.8 2.1 4.0 1.9 4.3 2.0 4.8 2.1 Little Miami River... Milford 0.5 0.8 0.7 0.7 0.7 0.7 0.6 0.8 Licking River... Catawba 5.5 2.0 5.5 2.0 5.5 2.0 5.9 2.0 Kentucky River... Frankfort 5.3 1.5 5.6 1.4 6.1 1.1 7.3 0.9 Green River... Spottsville 19.6 1.9 21.8 2.0 22.9 2.1 22.1 2.0 Wabash River... New Harmony 51.4 1.9 49.5 1.9 45.3 1.8 40.2 1.8 .BR TIR 20250614 Z DH12/DC202506141504/DUE/DQG/QRIFF/QFIFF/DRH+06/QRIFF/QFIFF .B1 DRH+12/QRIFF/QFIFF/DRH+18/QRIFF/QFIFF ACMP1 27.8/1.2 / 25.9/1.1 / 28.4/1.2 / 22.4/1.0 BDDP1 14.9/1.0 / 13.2/0.9 / 17.0/1.1 / 20.6/1.2 BEAP1 4.4/0.6 / 5.6/0.8 / 4.7/0.6 / 3.5/0.5 DSHP1 44.4/1.1 / 40.7/1.1 / 47.1/1.2 / 44.2/1.1 MGYP1 48.7/1.2 / 45.8/1.1 / 51.9/1.3 / 49.8/1.2 WLGW2 50.9/2.1 / 50.3/2.1 / 56.4/2.3 / 54.3/2.3 MOUW2 51.3/1.2 / 51.4/1.2 / 57.9/1.4 / 55.4/1.3 RNOO1 57.1/1.9 / 52.5/1.8 / 60.2/1.9 / 57.3/1.9 PARW2 76.2/1.6 / 62.1/1.3 / 68.9/1.4 / 68.0/1.4 RACW2 75.9/1.6 / 63.4/1.3 / 70.4/1.5 / 69.5/1.4 GALW2 78.9/1.4 / 75.1/1.4 / 86.1/1.6 / 94.5/1.7 HNTW2 80.5/1.5 / 76.7/1.4 / 85.3/1.6 / 96.6/1.7 GNUK2 84.9/1.3 / 81.1/1.2 / 86.6/1.3 / 99.6/1.5 MELO1 91.0/2.3 / 84.6/2.2 / 84.7/2.2 / 97.6/2.3 CCNO1 106.8/2.0 / 92.5/1.8 / 90.1/1.7 /102.9/2.0 MKLK2 119.1/2.3 / 98.3/2.1 / 93.2/2.1 /103.5/2.2 MLUK2 141.4/1.5 /113.9/1.2 /103.3/1.1 /105.2/1.1 MLPK2 141.3/2.4 /113.8/2.3 /103.1/2.2 /105.0/2.2 CNNI3 154.6/2.5 /126.4/2.3 /107.3/2.2 /101.2/2.2 EVVI3 182.8/2.1 /156.2/1.9 /134.0/1.8 /123.8/1.7 UNWK2 247.9/2.2 /219.8/1.9 /191.6/1.7 /172.6/1.5 SHNI2 255.8/2.4 /228.4/2.2 /195.4/2.0 /173.6/1.9 GOLI2 270.4/1.8 /248.9/1.7 /222.0/1.5 /190.0/1.3 SMLI2 293.6/2.0 /270.6/1.8 /235.9/1.6 /195.9/1.3 MCCO1 8.0/0.8 / 7.0/0.7 / 6.9/0.7 / 6.7/0.7 KANW2 5.7/1.5 / 10.4/2.1 / 12.9/2.3 / 20.0/2.9 FLRK2 2.5/0.8 / 2.4/0.8 / 2.9/1.0 / 2.9/1.0 PKTO1 4.8/2.1 / 4.0/1.9 / 4.3/2.0 / 4.8/2.1 MLGO1 0.5/0.8 / 0.7/0.7 / 0.7/0.7 / 0.6/0.8 CATK2 5.5/2.0 / 5.5/2.0 / 5.5/2.0 / 5.9/2.0 FFTK2 5.3/1.5 / 5.6/1.4 / 6.1/1.1 / 7.3/0.9 SPTK2 19.6/1.9 / 21.8/2.0 / 22.9/2.1 / 22.1/2.0 NHRI3 51.4/1.9 / 49.5/1.9 / 45.3/1.8 / 40.2/1.8 .END $$ ...END of MESSAGE...