Recent studies made in the Ohio River Division Office of the United States Engineer Department have involved the analysis of storage‐ and discharge‐relations and have resulted in development of approximate flood‐routing procedure for the Lower Ohio River Valley where the situation is complicated by the confluence of the Ohio River with the Mississippi, Tennessee, Cumberland, and Wabash rivers, in this paper are presented the results obtained from study of the following reaches:(1) Reach terminating at the confluence of the Ohio and Mississippi rivers at Cairo, Illinois and extending from Thebes, Illinois, on the Mississippi River, 44 miles above Cairo Point, and from Golconda, Illinois, on the Ohio River, 78 miles above Cairo Point.(2) Reach terminating at Shawneetown, Illinois, on the Ohio River and extending from Mt. Carmel, Illinois, on the Wabash River, 95 miles from Shawneetown, and from Evansville, Indiana, on the Ohio River, 66 miles from Shawneetown.(3) Reach of the Cumberland River from Dover, Tennessee, to its mouth, a distance of 88 miles.
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