| contributor author | A. L. Urban | |
| contributor author | S. C. Wilhelms | |
| contributor author | J. S. Gulliver | |
| date accessioned | 2017-05-08T20:45:14Z | |
| date available | 2017-05-08T20:45:14Z | |
| date copyright | September 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%290733-9429%282005%29131%3A9%28825%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/25975 | |
| description abstract | Turbulence must be modeled accurately to simulate river processes, particularly transport of aqueous oxygen and nitrogen. Spillway operations affect downstream turbulence, but there has been little research on turbulence intensities downstream of stilling basins. For this study, laboratory measurements were taken on a three-dimensional, physical model of McNary Dam, Columbia River, United States to determine how the turbulence, initially generated by spillway flow, decreases with distance downstream. The experiments also examined how flow rate, tailwater depth, and the presence of spillway deflectors affect turbulence. A mathematical analysis was used to predict turbulent kinetic energy with distance, and good agreement was found between laboratory measurements and numerical predictions. Turbulence production generated by channel bed roughness was found to be small compared to turbulent energy dissipation, and the effect of flow separation related to bed irregularities on turbulence production was found to be negligible. | |
| publisher | American Society of Civil Engineers | |
| title | Decay of Turbulence Downstream of a Stilling Basin | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 9 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2005)131:9(825) | |
| tree | Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 009 | |
| contenttype | Fulltext | |