马颊河河口入海段清淤方案模拟与优化  被引量:2

Simulation and Optimization of Dredging Program of Majia River Estuary

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作  者:李逸凡[1] 马秀媛[1] 贠如安[1] 贾超[1] 李超超[1] 徐坤[1] 

机构地区:[1]山东大学土建与水利学院,山东济南250061

出  处:《水电能源科学》2012年第7期136-139,共4页Water Resources and Power

摘  要:马颊河为山东省海河流域的主要排水河道,由于海洋泥沙运动的特性,其入海口处泥沙回流淤积。运用数学模拟手段,建立了马颊河河口二维非恒定流水沙数学模型,并根据实测地形、水文资料进行了水流、泥沙模型验证,根据马颊河河口特点和清淤长度、宽度、深度与回淤率之间的关系,拟定了不同的河道整治方案,并对不同方案的泄量、回淤量进行了模拟分析,选出了最优方案。Majia River is a main drainage river of Haihe river basin in Shandong Province and mud sedlmentanon oc- curs at the estuary because of the characteristics of water and sediment movement. Numerical simulation method is adopt- ed to establish 2-D unsteady water-sediment mathematical model of Majia Estuary. And the hydraulic dynamics and mud transportation of the model are verified by using the measured topography and hydrology data. Then different dredging plans are proposed after considering the features of the estuary and the relationship among the length, width, depth and back-silting rate of the dredging plan. Finally, the discharge and back-silting amount of the dredging plans are analyzed and the optimal scheme is determined.

关 键 词:马颊河 河口 泥沙淤积 数值模拟 

分 类 号:TV148.1[水利工程—水力学及河流动力学]

 

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