摘要
Based on numerical modelling for two-dimensional flow in which the density of effluent is different from that of environment, the flow and concentration fields are couplingly solved. Through numerical integration the flow rate and contaminant distributions with different angles and different momentum of effluent can be obtained. The results given in this paper could be a base for quantitative estimation in hydraulic engineering design and assessment and planning of water quality.
Based on numerical modelling for two-dimensional flow in which the density of effluent is different from that of environment, the flow and concentration fields are couplingly solved. Through numerical integration the flow rate and contaminant distributions with different angles and different momentum of effluent can be obtained. The results given in this paper could be a base for quantitative estimation in hydraulic engineering design and assessment and planning of water quality.
