浑水推移质分组输沙研究

被引:6
作者
孙志林 [1 ]
邵凯 [1 ]
许丹 [1 ]
梁旭 [2 ]
机构
[1] 浙江大学水利与海洋工程系
[2] 杭州市市区河道监管中心
关键词
非均匀沙; 分组; 推移质; 输沙率; 浑水;
D O I
10.13243/j.cnki.slxb.2012.01.006
中图分类号
TV143 [河流动力学];
学科分类号
081502 ;
摘要
天然河流的泥沙输移大多在浑水条件下进行,浑水条件与清水条件下的输沙机理存在一定差异。基于近底泥沙交换三状态随机-力学模式,考虑了床沙与推移质向悬移质的净交换,引入扬动概率,建立了浑水中非均匀推移质分级输沙率公式,进而导出总输沙率及推移质级配的计算式。浑水条件下进行的推移质输移水槽试验和野外实测资料验证了该理论公式的合理性与可靠性,并发现浑水条件下推移质级配可能粗于原始床沙级配。研究结果表明:在浑水中,以悬移质形式存在的砂质泥沙含量对有效估算推移质输沙率有着不容忽视的影响。在某粒级运动泥沙总量不变的前提下,由于一部分沙粒悬浮于水体中,将使得推移质数量相对减少。
引用
收藏
页码:99 / 105
页数:7
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