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Instantaneous Discharge of Buoyant Fluid in Cross-Flow
- 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...
- Subjects :
- Buoyancy
Turbulence
Hydraulics
Mechanical Engineering
Flow (psychology)
Mixing (process engineering)
Thermodynamics
Mechanics
engineering.material
Dilution
law.invention
Physics::Fluid Dynamics
law
engineering
Environmental science
Initial value problem
Dispersion (water waves)
Water Science and Technology
Civil and Structural Engineering
Subjects
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)