Numerical Solution of Flood Prediction And River Regulation Problems

Cover Numerical Solution of Flood Prediction And River Regulation Problems
Numerical Solution of Flood Prediction And River Regulation Problems
Eugene Isaacson
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11) At A /^x — v+c < in xvhich /\ x Is the half mesh width (in our staggered scheme of net points), v is the velocity, and c is the propagat- ion speed of wavelets given by the formula "A (3. 12) c = /|^ =, ^—, with J the mean depth of the river » It turned out that c varies between the same limits in all thr-ee of our cases, i. E, between ?. 0 ft, /sec, and 30 ft, /sec, corresponding to average depths between 10 ft, and I|. 0 ft, vjhile the maximum value of v is of the order of 5 or 6 ft, /sec, (It is thus to be noted that v;e are operating alvjays v/ith flows with velocities far under the critical vel- ocity). Since A. X in (3. 11) is five miles in our cases, it "It would perhaps be better to take rating curves with the slope H figuring as a parameter. 36 is readily found that /_t should be taken not greater than about 10 mir. Utes. We have taken it to be 9 minutes to be on the safe side. This is of course a very sihort tine step in coraparison v;ith the tine. '^, of the order of weeks, for which the flows have been computed, Kevertheleas, it is not pos- sible (at least not without a radical revision in the whole method of computation) to relax this condition which, it will be remembered, is imporjed by basic mathematical fact:; con- cerning our differential equations.

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