A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Flow Through Spillway Flip Bucket
This paper presents two separate solutions for potential flow through circular spillway buckets. The first solution, which considers gravity effects, employs finite difference equations in combination with a successive approximation procedure in order to satisfy the Laplace equation and the boundary conditions. The second solution, which neglects gravity effects, employs a perturbation expansion in combination with conformal mapping and analytical continuation. The two solutions are compared, and recommendations are made for their application.
Flow Through Spillway Flip Bucket
This paper presents two separate solutions for potential flow through circular spillway buckets. The first solution, which considers gravity effects, employs finite difference equations in combination with a successive approximation procedure in order to satisfy the Laplace equation and the boundary conditions. The second solution, which neglects gravity effects, employs a perturbation expansion in combination with conformal mapping and analytical continuation. The two solutions are compared, and recommendations are made for their application.
Flow Through Spillway Flip Bucket
Lenau, Charles W. (author) / Cassidy, John J. (author)
Journal of the Hydraulics Division ; 95 ; 633-648
2021-01-01
161969-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Flow through spillway flip bucket
| Engineering Index Backfile | 1969
Sluice outlet portal and spillway flip bucket, Hartwell Dam, Savannah River, Georgia
Engineering Index Backfile | 1954
Prototype tests of spillway crest and flip bucket, pine flat dam, kings river, California
| Engineering Index Backfile | 1959