Symposium on Stilling Basins and Energy Dissipators |
From inside the book
Results 1-3 of 67
Page 1264-24
... erosion of the concrete invert and walls downstream from the gates , so releases for the following five days or ... erosion was noted on the left wall near the floor downstream from gate No. 1. The wall was eroded to a depth of 6 to 8 in ...
... erosion of the concrete invert and walls downstream from the gates , so releases for the following five days or ... erosion was noted on the left wall near the floor downstream from gate No. 1. The wall was eroded to a depth of 6 to 8 in ...
Page 1264-24
... erosion of the concrete invert and walls downstream from the gates , so releases for the following five days or ... erosion was noted on the left wall near the floor downstream from gate No. 1. The wall was eroded to a depth of 6 to 8 in ...
... erosion of the concrete invert and walls downstream from the gates , so releases for the following five days or ... erosion was noted on the left wall near the floor downstream from gate No. 1. The wall was eroded to a depth of 6 to 8 in ...
Page 1266-27
... erosion to a depth lower than the bucket invert elevation occurred in the relatively large material . A smaller size material in the erosion bed would have shown greater depths of erosion . Model studies can only give qualitative ...
... erosion to a depth lower than the bucket invert elevation occurred in the relatively large material . A smaller size material in the erosion bed would have shown greater depths of erosion . Model studies can only give qualitative ...
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