首页|水动力数学模型在三洋港枢纽感潮河道施工截流中的应用

水动力数学模型在三洋港枢纽感潮河道施工截流中的应用

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根据感潮河网的水力特性,采用有限差分格式求解圣维南方程,建立了三洋港枢纽水动力数学模型,并利用2010年实测资料对模型进行验证。根据施工截流的要求,利用水动力模型对龙口进行模拟计算,从而确定中泓截流方案所需要的关键数据。据此制定截流方案,成功实现截流。
Application of hydrodynamic mathematical model in tidal river closure of SanYangGang Complex
According to the hydraulic characteristics of tidal river network,the hydrodynamic mathematical model of SanYangGang Complex was established by use of finite difference scheme for Saint Venant equations. The mea?suring records of 2010 were adopted for verification. According to the requirements of construction river closure , simulation calculation of closure gap was conducted by use of this model to acquire the key data and determine the closure scheme with successful outcome.

Hydrodynamic modeltidal riverconstruction diversionSanYangGang Complex

周利、杨春艳、花加凤

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盐城市水利勘测设计研究院,江苏 盐城 224002

水动力模型 感潮河道 施工导流 三洋港枢纽

2014

广西水利水电
广西水利电力勘测设计研究院

广西水利水电

影响因子:0.135
ISSN:1003-1510
年,卷(期):2014.(6)
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