Model tests of proposed channel improvements for flood control; improvements in flow conditions effected by several changes in design of overall project; verification of procedure used for determining superelevation in bends; maximum velocity of flow entering bend was found to be controlling factor in determining optimum superelevation. (Includes Report 1)
Flood-control project, Hoosic river, North Adams, Massachusetts; hydraulic model investigation
U S Waterways Experiment Station -- Tech Memo
1962
152 pages
Report
English
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