River Forecast
Issued by NWS Ohio RFC
Issued by NWS Ohio RFC
Versions:
1
424 FGUS51 KTIR 071636 RVFTIR River Flow and Velocity Forecasts NWS Ohio River Forecast Center, Wilmington, OH 12:18PM EDT Thursday, May 07, 2026 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 May 07 May 08 May 09 May 10 Forecast Point... Flow Vel Flow Vel Flow Vel Flow Vel Allegheny River... C.W. Bill Young Lock and 35.1 1.5 42.3 1.7 36.8 1.6 32.1 1.4 Monongahela River... Braddock 8.4 0.6 9.6 0.6 7.7 0.5 7.0 0.5 Beaver River... Beaver Falls 12.3 1.5 10.0 1.3 8.5 1.1 8.6 1.1 Ohio River... Dashields Lock and Dam 44.7 1.2 52.9 1.3 45.5 1.2 40.1 1.1 Montgomery Lock and Dam 52.7 1.3 63.8 1.6 55.7 1.4 50.0 1.3 Wheeling 54.5 2.3 67.2 2.5 59.5 2.4 55.2 2.3 Moundsville 55.2 1.3 67.7 1.6 59.9 1.4 55.6 1.3 Willow Island Lock and Da 56.5 1.8 69.0 2.1 60.8 1.9 56.3 1.8 Parkersburg 66.2 1.4 80.3 1.6 75.2 1.6 70.9 1.5 Racine Lock and Dam 69.6 1.4 82.7 1.7 76.8 1.6 72.3 1.5 R C Byrd Dam 64.9 1.2 86.9 1.6 85.1 1.5 79.2 1.5 Huntington 66.9 1.3 83.9 1.5 89.1 1.6 82.1 1.5 Lloyd Greenup Dam 68.5 1.1 79.5 1.2 92.9 1.4 85.1 1.3 Meldahl Dam 71.5 2.1 75.1 2.1 96.9 2.3 97.6 2.3 Cincinnati 77.6 1.5 77.6 1.5 95.2 1.8 102.1 1.9 Markland Dam 105.2 2.2 98.2 2.1 105.4 2.2 120.8 2.3 McAlpine Upper 113.2 1.2 108.6 1.2 104.6 1.1 119.8 1.3 McAlpine Lower 113.1 2.3 108.4 2.2 104.5 2.2 119.7 2.3 Cannelton Dam 113.4 2.3 114.3 2.3 105.9 2.2 110.9 2.3 Evansville 117.5 1.7 122.4 1.7 112.5 1.7 111.6 1.6 J T Myers Dam 198.5 1.7 204.7 1.8 196.9 1.7 192.6 1.7 Shawneetown 199.9 2.1 205.3 2.1 198.3 2.1 193.2 2.0 Golconda 202.0 1.3 209.8 1.4 208.8 1.4 198.0 1.3 Smithland Lock and Dam 203.0 1.4 210.4 1.4 209.3 1.4 198.3 1.3 Muskingum River... McConnelsville 6.6 0.7 10.9 1.0 12.8 1.2 12.7 1.1 Kanawha River... Kanawha Falls 4.3 1.3 4.3 1.3 3.9 1.2 3.6 1.2 Big Sandy River... Fullers Station 1.2 0.4 1.3 0.5 1.6 0.6 1.5 0.6 Scioto River... Piketon 4.1 1.9 9.6 2.0 12.1 2.3 10.1 2.0 Little Miami River... Milford 2.8 1.5 1.7 1.1 1.4 1.0 2.1 1.3 Licking River... Catawba 0.7 0.5 0.9 0.6 0.9 0.6 0.6 0.4 Kentucky River... Frankfort 1.3 0.6 1.9 0.8 2.5 1.1 3.5 1.4 Green River... Spottsville 3.6 0.5 2.9 0.4 2.4 0.4 2.1 0.3 Wabash River... New Harmony 72.2 2.0 72.4 2.0 73.4 2.0 74.0 2.0 .BR TIR 20260507 Z DH12/DC202605071618/DUE/DQG/QRIFF/QFIFF/DRH+06/QRIFF/QFIFF .B1 DRH+12/QRIFF/QFIFF/DRH+18/QRIFF/QFIFF ACMP1 35.1/1.5 / 42.3/1.7 / 36.8/1.6 / 32.1/1.4 BDDP1 8.4/0.6 / 9.6/0.6 / 7.7/0.5 / 7.0/0.5 BEAP1 12.3/1.5 / 10.0/1.3 / 8.5/1.1 / 8.6/1.1 DSHP1 44.7/1.2 / 52.9/1.3 / 45.5/1.2 / 40.1/1.1 MGYP1 52.7/1.3 / 63.8/1.6 / 55.7/1.4 / 50.0/1.3 WLGW2 54.5/2.3 / 67.2/2.5 / 59.5/2.4 / 55.2/2.3 MOUW2 55.2/1.3 / 67.7/1.6 / 59.9/1.4 / 55.6/1.3 RNOO1 56.5/1.8 / 69.0/2.1 / 60.8/1.9 / 56.3/1.8 PARW2 66.2/1.4 / 80.3/1.6 / 75.2/1.6 / 70.9/1.5 RACW2 69.6/1.4 / 82.7/1.7 / 76.8/1.6 / 72.3/1.5 GALW2 64.9/1.2 / 86.9/1.6 / 85.1/1.5 / 79.2/1.5 HNTW2 66.9/1.3 / 83.9/1.5 / 89.1/1.6 / 82.1/1.5 GNUK2 68.5/1.1 / 79.5/1.2 / 92.9/1.4 / 85.1/1.3 MELO1 71.5/2.1 / 75.1/2.1 / 96.9/2.3 / 97.6/2.3 CCNO1 77.6/1.5 / 77.6/1.5 / 95.2/1.8 /102.1/1.9 MKLK2 105.2/2.2 / 98.2/2.1 /105.4/2.2 /120.8/2.3 MLUK2 113.2/1.2 /108.6/1.2 /104.6/1.1 /119.8/1.3 MLPK2 113.1/2.3 /108.4/2.2 /104.5/2.2 /119.7/2.3 CNNI3 113.4/2.3 /114.3/2.3 /105.9/2.2 /110.9/2.3 EVVI3 117.5/1.7 /122.4/1.7 /112.5/1.7 /111.6/1.6 UNWK2 198.5/1.7 /204.7/1.8 /196.9/1.7 /192.6/1.7 SHNI2 199.9/2.1 /205.3/2.1 /198.3/2.1 /193.2/2.0 GOLI2 202.0/1.3 /209.8/1.4 /208.8/1.4 /198.0/1.3 SMLI2 203.0/1.4 /210.4/1.4 /209.3/1.4 /198.3/1.3 MCCO1 6.6/0.7 / 10.9/1.0 / 12.8/1.2 / 12.7/1.1 KANW2 4.3/1.3 / 4.3/1.3 / 3.9/1.2 / 3.6/1.2 FLRK2 1.2/0.4 / 1.3/0.5 / 1.6/0.6 / 1.5/0.6 PKTO1 4.1/1.9 / 9.6/2.0 / 12.1/2.3 / 10.1/2.0 MLGO1 2.8/1.5 / 1.7/1.1 / 1.4/1.0 / 2.1/1.3 CATK2 0.7/0.5 / 0.9/0.6 / 0.9/0.6 / 0.6/0.4 FFTK2 1.3/0.6 / 1.9/0.8 / 2.5/1.1 / 3.5/1.4 SPTK2 3.6/0.5 / 2.9/0.4 / 2.4/0.4 / 2.1/0.3 NHRI3 72.2/2.0 / 72.4/2.0 / 73.4/2.0 / 74.0/2.0 .END $$ ...END of MESSAGE...