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DISCONTINUOUS FLOW OF TURBID DENSITY CURRENTS II.INTERNAL HYDRAULIC JUMP
引用本文:Jiahua FAN1 Prof.,Sr.Engr.(High grade),China Inst.of Water Resources and Hydropower Res.,P.O.Box 366,Beijing,China. DISCONTINUOUS FLOW OF TURBID DENSITY CURRENTS II.INTERNAL HYDRAULIC JUMP[J]. 国际泥沙研究, 2005, 0(2)
作者姓名:Jiahua FAN1 Prof.  Sr.Engr.(High grade)  China Inst.of Water Resources and Hydropower Res.  P.O.Box 366  Beijing  China
摘    要:1 INTERNAL HYDRAULIC JUMPS AND LOCAL WATER ENTRAINMENT Traveling and stationary internal hydraulic jumps in two-layer flow can occur in the following situations (Fig. 1). When a stratified fluid flows over an obstacle created by a sudden blockage, the layer of increased depth within the heavier fluid will propagate upstream as a traveling hydraulic jump. When the heavier fluid overtops the obstacle it will flow along the downstream face of the obstacle as a supercritical flow…


DISCONTINUOUS FLOW OF TURBID DENSITY CURRENTS II.INTERNAL HYDRAULIC JUMP
Jiahua FAN Prof.,Sr.Engr.. DISCONTINUOUS FLOW OF TURBID DENSITY CURRENTS II.INTERNAL HYDRAULIC JUMP[J]. International Journal of Sediment Research, 2005, 0(2)
Authors:Jiahua FAN Prof.  Sr.Engr.
Abstract:Traveling and stationary internal hydraulic jumps in density currents with positive or negative entrainment coefficients were analyzed based on simple assumptions. An expression of internal hydraulic jumps with entrainment coefficients was derived. Experimental data,published in literature,of stationary internal hydraulic jumps in turbid,thermal and saline density currents including measured values of water entrainment were used to compare with theory. Comparison was also made of traveling internal hydraulic jumps between measured data and theory.
Keywords:Density current  Turbidity current  Discontinuous flow  Stratified flow  Internal hydraulic jump  Water entrainmentChina1
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