| contributor author | Stefano Pagliara | |
| contributor author | Sahameddin Mahmoudi Kurdistani | |
| contributor author | Thendiyath Roshni | |
| date accessioned | 2017-05-08T21:51:06Z | |
| date available | 2017-05-08T21:51:06Z | |
| date copyright | September 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29hy%2E1943-7900%2E0000423.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/64244 | |
| description abstract | Supercritical flow below chute piers generates an aerated flow known as rooster tail. Their behavior varies along the spillway or chute for different Froude numbers. This paper aims to analyze the effect of various parameters including the Froude number, approach flow depth, chute pier width, and presence of a deflector ramp on the rooster tail geometry. Aerator systems, which generally include deflectors in chutes, are effective in the generation of rooster tails. The interaction between a deflector and supercritical flow of chutes causes a higher rooster tail. New equations define the rooster tail geometry in the presence of a deflector. The air concentration profile was measured and the effects of deflectors on the air entrainment were studied. | |
| publisher | American Society of Civil Engineers | |
| title | Rooster Tail Wave Hydraulics of Chutes | |
| type | Journal Paper | |
| journal volume | 137 | |
| journal issue | 9 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)HY.1943-7900.0000397 | |
| tree | Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 009 | |
| contenttype | Fulltext | |