A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Side-Channel Spillway Design
Modification of basic theory for design of spillways, developed by Hinds is presented; this theory is adapted for use in design of spillways with L-shaped crest; studies show that side-channel spillway with end section can be more accurately designed if effect of unequal velocity distribution is considered; they also indicate that by use of momentum-correction factor, as examined, it is possible to design spillway similar to that at Townshend Dam by analytical methods.
Side-Channel Spillway Design
Modification of basic theory for design of spillways, developed by Hinds is presented; this theory is adapted for use in design of spillways with L-shaped crest; studies show that side-channel spillway with end section can be more accurately designed if effect of unequal velocity distribution is considered; they also indicate that by use of momentum-correction factor, as examined, it is possible to design spillway similar to that at Townshend Dam by analytical methods.
Side-Channel Spillway Design
Farney, Harold S. (author) / Markus, Adolfs (author)
Journal of the Hydraulics Division ; 88 ; 131-154
2021-01-01
241962-01-01 pages
Article (Journal)
Electronic Resource
Unknown
| Engineering Index Backfile | 1962
Discussion of “Side-Channel Spillway Design”
| ASCE | 2021
Discussion of “Side-Channel Spillway Design”
| ASCE | 2021
Closure to “Side-Channel Spillway Design”
| ASCE | 2021
Discussion of “Side-Channel Spillway Design”
| ASCE | 2021