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Instantaneous Discharge of Buoyant Fluid in Cross-Flow

Authors :
C. W. Li
T. S. Yu
Source :
Journal of Hydraulic Engineering. 124:1161-1176
Publication Year :
1998
Publisher :
American Society of Civil Engineers (ASCE), 1998.

Abstract

Artificial instantaneous discharge of buoyant fluid in ambient waters is usually carried out at the time of maximum cross-flow so that the resulting dilution is optimal. The determination of the characteristics of this problem is important for environmental impact study but has seldom been studied. To investigate the transport, mixing, and dilution of an isolated cloud of buoyant fluid in cross-flow ambient, a three-dimensional buoyancy extended k-e model is employed. The computed results show that two flow regimes exist. First is the initial dumping regime in which the effect of crosscurrent and the associated turbulence on the longitudinal width and the average dilution is insignificant as compared to the effect of buoyancy on those quantities. The flow and mixing characteristics in this regime are close to those in the case of stagnant ambient. Second is the ultimate regime in which the effect of buoyancy on the longitudinal width and the average dilution is small as compared to the effect of cross-flo...

Details

ISSN :
19437900 and 07339429
Volume :
124
Database :
OpenAIRE
Journal :
Journal of Hydraulic Engineering
Accession number :
edsair.doi...........8952be8130f1db9b5a2acec7587231e1
Full Text :
https://doi.org/10.1061/(asce)0733-9429(1998)124:11(1161)