摘要
建立了σ坐标系下长江口斜压诊断模式三维流场数学模型,采用k kl二方程紊流闭合模型求解垂向涡粘系数,计算域内恒定、非均匀盐度场反映了计算域密度斜压效应。验证结果表明,斜压诊断模式的模拟成果较切合实际。模型成功复演了长江口水域由往复流向旋转流过渡的流场特性;潮波从四条汊道传入后在分汊口附近相遇形成多个会潮点,其位置随着径流的大小、潮汐的强弱、汊道的形态等因素而变化。
This paper presents a 3-D current numerical model for the Yangtze River estuary with baroclinic-diagnosis mode in vertical σ coordinate system. A vertical eddy-viscosity coefficient is obtained from the advanced k-kl turbulence closure model, and the density baroclinic effects are embodied by the 2-D invariable-uneven salinity field. It shows the results from baroclinic-diagnosis mode well consistent with reality. The transition feature from back and forth current to rotary current is re-acted successfully. In addition, several tidal junction points appeare near branch points when tidal wave propagate from four river forks, the position of which change with runoff, tide and topography.
出处
《水科学进展》
EI
CAS
CSCD
北大核心
2004年第3期300-306,共7页
Advances in Water Science
基金
水利部科技创新项目(CSX2000 57)
教育部科技研究重点项目(01100)
关键词
长江口
斜压诊断模式
三维流场
数值模拟
温度场
Yangtze River estuary
baroclinic-diagnosis mode
3-D current
numerical model