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二维溃坝洪水演进数值模拟 被引量:9
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作者 程坤 刘锦 巨江 《西北水电》 2020年第2期97-101,共5页
以西藏藏木水电站为例,采用Mike21c软件进行溃坝洪水模拟,计算出溃坝坝址处水位流量过程线以及下游洪水演进过程中各断面的流量、水位、流速、洪峰到达时间等,为评估河道下游两岸的受灾程度做基础,为相关部门制定防灾减灾预案提供依据。
关键词 溃坝 洪水演进 mike21c
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Essence of MIKE 21C (FDM Numerical Scheme): Application on the River Morphology of Bangladesh 被引量:1
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作者 Shiblu Sarker 《Open Journal of Modelling and Simulation》 2022年第2期88-117,共30页
Understanding, quantifying, and forecasting water flow and its behavior in environment is made possible by the use of computational hydraulics in conjunction with numerical models, which is one of the most powerful to... Understanding, quantifying, and forecasting water flow and its behavior in environment is made possible by the use of computational hydraulics in conjunction with numerical models, which is one of the most powerful tools currently available. It is made up of simple to complex mathematical equations having linear and/or nonlinear elements, as well as ordinary and partial differential equations, and it is used to solve problems in many areas. In the vast majority of cases, it is not useful to reach analytical solutions to these mathematical equations using conventional methods. In these settings, mathematical models are solved by employing a variety of numerical algorithms and associated schemes. As a result, in this manuscript, we will cover the most fundamental numerical approach, the Finite Difference Method (FDM), in order to reformulate the governing equations for water and sediment flow from a system of partial differential equations to a system of linear equations. As part of our analysis into the inner workings of a computer program known as MIKE 21C, we will attempt to gain a better understanding of the hydrodynamic processes that take place in major rivers in Bangladesh. In addition to that, we will go over some of the most commonly used morphological studies that have been conducted on Bangladesh’s major rivers, including morphological solutions that have been developed in response to water supply concerns. 展开更多
关键词 curvilinear Model Finite Difference Method mike 21c
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