contributor author | Wang Xingkui | |
contributor author | Qian Ning | |
date accessioned | 2017-05-08T20:40:33Z | |
date available | 2017-05-08T20:40:33Z | |
date copyright | June 1989 | |
date issued | 1989 | |
identifier other | %28asce%290733-9429%281989%29115%3A6%28781%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/23161 | |
description abstract | The turbulence structure of open channel flow is measured and analyzed systematically in this study. The turbulence characteristics measured in clear water flow are essentially consistent with existing data. Compared with that of a clear water flow, turbulence intensity of a sediment‐laden flow is weaker, its turbulence frequency is smaller, and the longitudinal sizes of turbulence eddies are larger. On the other hand, the distribution of probability density and the autocorrelation coefficients of fluctuating velocity are similar to that of a clear water flow. These results show that the fundamental turbulence structure of a sedimentladen Newtonian flow remains unchanged. | |
publisher | American Society of Civil Engineers | |
title | Turbulence Characteristics of Sediment‐Laden Flow | |
type | Journal Paper | |
journal volume | 115 | |
journal issue | 6 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)0733-9429(1989)115:6(781) | |
tree | Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 006 | |
contenttype | Fulltext | |