


River Forecast
Issued by NWS Ohio RFC
Issued by NWS Ohio RFC
Versions:
1
427 FGUS51 KTIR 021510 RVFTIR River Flow and Velocity Forecasts NWS Ohio River Forecast Center, Wilmington, OH 11:10AM EDT Wednesday, July 02, 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 02 Jul 03 Jul 04 Jul 05 Forecast Point... Flow Vel Flow Vel Flow Vel Flow Vel Allegheny River... C.W. Bill Young Lock and 14.4 0.7 12.7 0.6 12.8 0.6 12.3 0.6 Monongahela River... Braddock 11.9 0.8 13.2 0.9 9.8 0.7 8.0 0.5 Beaver River... Beaver Falls 4.1 0.6 3.7 0.5 2.5 0.4 2.4 0.4 Ohio River... Dashields Lock and Dam 34.3 0.9 27.2 0.7 23.5 0.7 21.0 0.6 Montgomery Lock and Dam 38.7 1.0 32.1 0.8 27.3 0.7 23.8 0.6 Wheeling 43.2 1.8 36.9 1.5 30.7 1.3 26.5 1.1 Moundsville 44.9 1.1 37.8 0.9 31.2 0.8 26.9 0.6 Willow Island Lock and Da 50.3 1.7 40.7 1.5 32.6 1.2 27.9 1.0 Parkersburg 61.3 1.3 51.4 1.1 43.9 1.0 37.8 0.8 Racine Lock and Dam 74.5 1.5 62.6 1.3 50.4 1.1 41.7 0.9 R C Byrd Dam 90.2 1.6 80.1 1.5 63.9 1.2 51.7 1.0 Huntington 93.2 1.7 90.4 1.6 70.4 1.3 56.2 1.1 Lloyd Greenup Dam 96.1 1.4 104.5 1.6 81.9 1.2 64.7 1.0 Meldahl Dam 101.5 2.3 123.4 2.5 104.1 2.4 77.8 2.2 Cincinnati 91.4 1.8 124.8 2.3 115.5 2.1 86.2 1.7 Markland Dam 88.3 2.0 136.5 2.4 132.9 2.4 100.9 2.2 McAlpine Upper 93.2 1.0 117.5 1.3 142.7 1.5 122.8 1.3 McAlpine Lower 93.2 2.2 117.5 2.3 142.6 2.4 122.8 2.3 Cannelton Dam 91.2 2.2 99.7 2.2 130.5 2.4 130.9 2.4 Evansville 112.3 1.7 114.8 1.7 143.6 1.9 152.1 1.9 J T Myers Dam 136.9 1.2 149.2 1.3 178.8 1.6 197.6 1.7 Shawneetown 137.2 1.7 149.4 1.8 179.1 2.0 197.8 2.1 Golconda 140.6 0.9 145.9 1.0 160.8 1.1 192.1 1.3 Smithland Lock and Dam 140.8 0.9 146.1 1.0 161.0 1.1 192.2 1.3 Muskingum River... McConnelsville 7.1 0.7 8.1 0.8 8.2 0.8 6.8 0.7 Kanawha River... Kanawha Falls 6.4 1.7 8.3 1.9 6.0 1.6 5.0 1.4 Big Sandy River... Fullers Station 2.3 0.8 2.4 0.8 2.8 0.9 2.5 0.9 Scioto River... Piketon 32.1 2.5 19.1 2.4 13.0 2.4 8.9 2.1 Little Miami River... Milford 5.8 2.1 3.1 1.5 1.7 1.1 1.1 0.8 Licking River... Catawba 1.9 1.0 1.5 0.9 1.2 0.8 1.0 0.7 Kentucky River... Frankfort 2.2 0.9 2.4 1.0 3.6 1.4 3.0 1.2 Green River... Spottsville 23.3 2.1 21.2 2.0 19.0 1.8 17.6 1.8 Wabash River... New Harmony 33.9 1.7 41.8 1.8 41.5 1.8 36.7 1.7 .BR TIR 20250702 Z DH12/DC202507021510/DUE/DQG/QRIFF/QFIFF/DRH+06/QRIFF/QFIFF .B1 DRH+12/QRIFF/QFIFF/DRH+18/QRIFF/QFIFF ACMP1 14.4/0.7 / 12.7/0.6 / 12.8/0.6 / 12.3/0.6 BDDP1 11.9/0.8 / 13.2/0.9 / 9.8/0.7 / 8.0/0.5 BEAP1 4.1/0.6 / 3.7/0.5 / 2.5/0.4 / 2.4/0.4 DSHP1 34.3/0.9 / 27.2/0.7 / 23.5/0.7 / 21.0/0.6 MGYP1 38.7/1.0 / 32.1/0.8 / 27.3/0.7 / 23.8/0.6 WLGW2 43.2/1.8 / 36.9/1.5 / 30.7/1.3 / 26.5/1.1 MOUW2 44.9/1.1 / 37.8/0.9 / 31.2/0.8 / 26.9/0.6 RNOO1 50.3/1.7 / 40.7/1.5 / 32.6/1.2 / 27.9/1.0 PARW2 61.3/1.3 / 51.4/1.1 / 43.9/1.0 / 37.8/0.8 RACW2 74.5/1.5 / 62.6/1.3 / 50.4/1.1 / 41.7/0.9 GALW2 90.2/1.6 / 80.1/1.5 / 63.9/1.2 / 51.7/1.0 HNTW2 93.2/1.7 / 90.4/1.6 / 70.4/1.3 / 56.2/1.1 GNUK2 96.1/1.4 /104.5/1.6 / 81.9/1.2 / 64.7/1.0 MELO1 101.5/2.3 /123.4/2.5 /104.1/2.4 / 77.8/2.2 CCNO1 91.4/1.8 /124.8/2.3 /115.5/2.1 / 86.2/1.7 MKLK2 88.3/2.0 /136.5/2.4 /132.9/2.4 /100.9/2.2 MLUK2 93.2/1.0 /117.5/1.3 /142.7/1.5 /122.8/1.3 MLPK2 93.2/2.2 /117.5/2.3 /142.6/2.4 /122.8/2.3 CNNI3 91.2/2.2 / 99.7/2.2 /130.5/2.4 /130.9/2.4 EVVI3 112.3/1.7 /114.8/1.7 /143.6/1.9 /152.1/1.9 UNWK2 136.9/1.2 /149.2/1.3 /178.8/1.6 /197.6/1.7 SHNI2 137.2/1.7 /149.4/1.8 /179.1/2.0 /197.8/2.1 GOLI2 140.6/0.9 /145.9/1.0 /160.8/1.1 /192.1/1.3 SMLI2 140.8/0.9 /146.1/1.0 /161.0/1.1 /192.2/1.3 MCCO1 7.1/0.7 / 8.1/0.8 / 8.2/0.8 / 6.8/0.7 KANW2 6.4/1.7 / 8.3/1.9 / 6.0/1.6 / 5.0/1.4 FLRK2 2.3/0.8 / 2.4/0.8 / 2.8/0.9 / 2.5/0.9 PKTO1 32.1/2.5 / 19.1/2.4 / 13.0/2.4 / 8.9/2.1 MLGO1 5.8/2.1 / 3.1/1.5 / 1.7/1.1 / 1.1/0.8 CATK2 1.9/1.0 / 1.5/0.9 / 1.2/0.8 / 1.0/0.7 FFTK2 2.2/0.9 / 2.4/1.0 / 3.6/1.4 / 3.0/1.2 SPTK2 23.3/2.1 / 21.2/2.0 / 19.0/1.8 / 17.6/1.8 NHRI3 33.9/1.7 / 41.8/1.8 / 41.5/1.8 / 36.7/1.7 .END $$ ...END of MESSAGE...