Hydraulic model investigations for Barkley Dam were concerned with orientation of lock, spillway, and powerhouse structures; determination of feasibility of discharging lock culverts into spillway stilling basin; development of optimum designs for laterally sloping stilling basin, training walls and lock culvert discharge manifolds; and verification of hydraulic loads on lock emergency gate; 1 to 120-scale comprehensive model, 1 to 36-scale section model, and 1 to 25-scale model of lock emergency gate were used in study.
Tests of structure orientation spillway, and lock emergency gate, Barkley lock and dam, Cumberland river, Kentucky
U S Waterways Experiment Station -- Tech Report
1965
97 pages
Report
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Barkley Lock Prototype Tests, Cumberland River, Kentucky
HENRY – Federal Waterways Engineering and Research Institute (BAW) | 1975
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