Symposium on Stilling Basins and Energy Dissipators |
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Page 1264-2
... ft . per sec . during the flood of 1948. Of the reservoir projects with flood control storage , however ( and these comprise the majority ) there are few spillways which have experienced large flow releases . This is of course brought ...
... ft . per sec . during the flood of 1948. Of the reservoir projects with flood control storage , however ( and these comprise the majority ) there are few spillways which have experienced large flow releases . This is of course brought ...
Page 1404-7
... second - feet , waves were in evidence but did not overtop the lining . For larger discharges , however , the ... per second but it was necessary for the under- pass to function for low flows as well as for the maximum . With an ...
... second - feet , waves were in evidence but did not overtop the lining . For larger discharges , however , the ... per second but it was necessary for the under- pass to function for low flows as well as for the maximum . With an ...
Page 1406-2
... feet per second . No tail water is required and incoming velocities may be as great as 30 feet per second . General design rules and a table listing critical dimensions and proper riprap sizes for 9 different basin sizes are presented ...
... feet per second . No tail water is required and incoming velocities may be as great as 30 feet per second . General design rules and a table listing critical dimensions and proper riprap sizes for 9 different basin sizes are presented ...
Contents
A Study of BucketType Energy Dissipator Characteristics | 1264-5 |
Hydraulic Jumps on | 1401-1 |
High Dams Earth Dams | 1402-1 |
5 other sections not shown
Common terms and phrases
baffle piers basin length Bonneville Dam Bradley-Peterka bucket invert Bureau of Reclamation cavitation channel chute blocks Column concrete conjugate depth CORNELL crest critical depth curve D₁ D₂ DESIGN OF STILLING downstream effect elevation end sill energy dissipation Engr eroded erosion factor of safety feet per second flip bucket Flume Froude number gate openings h₁/R horizontal apron horizontal floor HYDRAULIC DESIGN HYDRAULIC JUMP STUDIES hydraulic model indicated jump length length of basin length of jump level apron maximum discharge McNary Dam model study model tests obtained operation outlet Paper percent performance piezometers pressure prototype range recommended reduced row of baffle scour shown in Fig sloping apron slots sluices spillway stilling action stilling basin structure surge Table tail water depth tailwater depth training walls Type III basin U. S. Bureau underpass upstream values velocity water surface wave suppressor width writers