摘要
以长江天兴洲河段为例,应用一般曲线坐标系下的平面二维水沙数学模型进行研究,并采用实测水沙数据进行率定与验证,模拟了不同流量级下采砂深度不同分流比、水位和流速变化规律,并进一步选取2004年作为典型水沙年,对采砂后河段冲淤变化及采砂区内泥沙回淤率进行预测.模型成果可为本河段采砂的可行性和采砂规模控制提供科学依据.
A 2-D horizontal model with generalized curvilinear coordinates was applied to simulate flow and sediment transports in the Tianxingzhou reach of the Yangtze River. The model was first calibrated and verified using field data. The variations in the velocity distribution and water surface level were then simulated for the conditions of different flow discharges and different depths of sand mining. The model was also used to forecast the change of the reach and the sedimentation efficiency in mining areas after sand mining through selected typical flow and sediment conditions. The results provide necessary information for quantifying effects of sand mining at different scales.
出处
《华东师范大学学报(自然科学版)》
CAS
CSCD
北大核心
2009年第3期127-135,共9页
Journal of East China Normal University(Natural Science)
基金
国家"973"计划项目(2007CB714106)
国家自然科学基金(50579054)
2008年河口海岸科学全国博士生学术论坛资助
关键词
平面二维水沙数学模型
采砂深度
分汊河道
分流比
泥沙回淤
2-D horizontal flow and sediment model
sand mining depth
braided channel
water distribution
sediment re-sih