


River Forecast
Issued by NWS Ohio RFC
Issued by NWS Ohio RFC
Versions:
1
207 FGUS51 KTIR 091426 RVFTIR River Flow and Velocity Forecasts NWS Ohio River Forecast Center, Wilmington, OH 10:25AM EDT Sunday, March 09, 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 Mar 09 Mar 10 Mar 11 Mar 12 Forecast Point... Flow Vel Flow Vel Flow Vel Flow Vel Allegheny River... C.W. Bill Young Lock and 43.2 1.8 39.2 1.6 34.8 1.5 32.5 1.4 Monongahela River... Braddock 9.1 0.6 8.9 0.6 8.4 0.6 7.5 0.5 Beaver River... Beaver Falls 5.5 0.8 5.2 0.7 4.8 0.7 4.4 0.6 Ohio River... Dashields Lock and Dam 53.3 1.3 49.0 1.3 43.9 1.1 40.6 1.1 Montgomery Lock and Dam 59.5 1.5 55.6 1.4 49.8 1.2 45.7 1.1 Wheeling 62.4 2.5 58.7 2.4 52.8 2.2 48.1 2.0 Moundsville 62.9 1.5 59.2 1.4 53.2 1.3 48.5 1.2 Willow Island Lock and Da 62.1 2.0 60.0 1.9 54.0 1.8 49.3 1.7 Parkersburg 72.4 1.5 69.2 1.4 62.0 1.3 56.4 1.2 Racine Lock and Dam 77.9 1.6 70.7 1.5 63.3 1.3 57.6 1.2 R C Byrd Dam 104.3 1.9 91.6 1.7 82.2 1.5 74.0 1.4 Huntington 109.8 1.9 97.5 1.7 87.4 1.6 77.4 1.4 Lloyd Greenup Dam 113.1 1.7 104.3 1.6 95.3 1.4 84.1 1.3 Meldahl Dam 123.3 2.5 113.6 2.4 100.4 2.3 86.7 2.2 Cincinnati 128.1 2.3 125.1 2.3 112.0 2.1 96.9 1.9 Markland Dam 130.5 2.4 132.0 2.4 119.4 2.3 103.9 2.2 McAlpine Upper 131.9 1.4 143.1 1.5 139.0 1.5 124.9 1.3 McAlpine Lower 131.2 2.4 142.7 2.4 138.6 2.4 124.5 2.3 Cannelton Dam 129.6 2.3 138.8 2.4 142.5 2.4 132.8 2.4 Evansville 168.5 2.0 172.6 2.1 176.0 2.1 166.4 2.0 J T Myers Dam 198.9 1.8 199.6 1.8 204.7 1.8 197.7 1.7 Shawneetown 201.9 2.1 200.5 2.1 204.6 2.1 199.3 2.1 Golconda 216.8 1.4 204.0 1.4 205.7 1.4 207.2 1.4 Smithland Lock and Dam 219.0 1.5 204.6 1.4 206.1 1.4 207.6 1.4 Muskingum River... McConnelsville 7.1 0.7 6.2 0.6 5.6 0.6 5.2 0.5 Kanawha River... Kanawha Falls 16.6 2.6 14.8 2.5 13.2 2.4 11.7 2.2 Big Sandy River... Fullers Station 4.4 1.2 4.2 1.2 4.0 1.2 3.8 1.1 Scioto River... Piketon 5.2 2.2 4.3 2.0 3.4 1.7 3.0 1.6 Little Miami River... Milford 0.9 0.8 0.8 0.7 0.7 0.6 0.7 0.6 Licking River... Catawba 6.2 2.1 6.1 2.1 5.9 2.0 5.7 2.0 Kentucky River... Frankfort 8.2 1.0 7.9 1.0 7.1 0.9 6.6 1.0 Green River... Spottsville 35.8 2.5 31.5 2.4 28.5 2.3 26.9 2.3 Wabash River... New Harmony 24.5 1.5 24.6 1.5 24.7 1.5 24.3 1.5 .BR TIR 20250309 Z DH12/DC202503091425/DUE/DQG/QRIFF/QFIFF/DRH+06/QRIFF/QFIFF .B1 DRH+12/QRIFF/QFIFF/DRH+18/QRIFF/QFIFF ACMP1 43.2/1.8 / 39.2/1.6 / 34.8/1.5 / 32.5/1.4 BDDP1 9.1/0.6 / 8.9/0.6 / 8.4/0.6 / 7.5/0.5 BEAP1 5.5/0.8 / 5.2/0.7 / 4.8/0.7 / 4.4/0.6 DSHP1 53.3/1.3 / 49.0/1.3 / 43.9/1.1 / 40.6/1.1 MGYP1 59.5/1.5 / 55.6/1.4 / 49.8/1.2 / 45.7/1.1 WLGW2 62.4/2.5 / 58.7/2.4 / 52.8/2.2 / 48.1/2.0 MOUW2 62.9/1.5 / 59.2/1.4 / 53.2/1.3 / 48.5/1.2 RNOO1 62.1/2.0 / 60.0/1.9 / 54.0/1.8 / 49.3/1.7 PARW2 72.4/1.5 / 69.2/1.4 / 62.0/1.3 / 56.4/1.2 RACW2 77.9/1.6 / 70.7/1.5 / 63.3/1.3 / 57.6/1.2 GALW2 104.3/1.9 / 91.6/1.7 / 82.2/1.5 / 74.0/1.4 HNTW2 109.8/1.9 / 97.5/1.7 / 87.4/1.6 / 77.4/1.4 GNUK2 113.1/1.7 /104.3/1.6 / 95.3/1.4 / 84.1/1.3 MELO1 123.3/2.5 /113.6/2.4 /100.4/2.3 / 86.7/2.2 CCNO1 128.1/2.3 /125.1/2.3 /112.0/2.1 / 96.9/1.9 MKLK2 130.5/2.4 /132.0/2.4 /119.4/2.3 /103.9/2.2 MLUK2 131.9/1.4 /143.1/1.5 /139.0/1.5 /124.9/1.3 MLPK2 131.2/2.4 /142.7/2.4 /138.6/2.4 /124.5/2.3 CNNI3 129.6/2.3 /138.8/2.4 /142.5/2.4 /132.8/2.4 EVVI3 168.5/2.0 /172.6/2.1 /176.0/2.1 /166.4/2.0 UNWK2 198.9/1.8 /199.6/1.8 /204.7/1.8 /197.7/1.7 SHNI2 201.9/2.1 /200.5/2.1 /204.6/2.1 /199.3/2.1 GOLI2 216.8/1.4 /204.0/1.4 /205.7/1.4 /207.2/1.4 SMLI2 219.0/1.5 /204.6/1.4 /206.1/1.4 /207.6/1.4 MCCO1 7.1/0.7 / 6.2/0.6 / 5.6/0.6 / 5.2/0.5 KANW2 16.6/2.6 / 14.8/2.5 / 13.2/2.4 / 11.7/2.2 FLRK2 4.4/1.2 / 4.2/1.2 / 4.0/1.2 / 3.8/1.1 PKTO1 5.2/2.2 / 4.3/2.0 / 3.4/1.7 / 3.0/1.6 MLGO1 0.9/0.8 / 0.8/0.7 / 0.7/0.6 / 0.7/0.6 CATK2 6.2/2.1 / 6.1/2.1 / 5.9/2.0 / 5.7/2.0 FFTK2 8.2/1.0 / 7.9/1.0 / 7.1/0.9 / 6.6/1.0 SPTK2 35.8/2.5 / 31.5/2.4 / 28.5/2.3 / 26.9/2.3 NHRI3 24.5/1.5 / 24.6/1.5 / 24.7/1.5 / 24.3/1.5 .END $$ ...END of MESSAGE...