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River network solution for a distributed hydrological model and applications

机译:分布式水文模型的河网解决方案及应用

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摘要

A simultaneous solution for one-dimensional unsteady flow routing for a network of rivers has been developed, which can be used either with a complete distributed hydrological model, a simple rainfall-runoff model or as a stand alone river routing model. Either dynamic or kinematic solution schemes can be selected to simulate the river flows. The river network is either generated from the Digital Elevation Model (DEM) or directly input to the model. The model can handle any number of upstream channels and computational points. A sparse matrix solution algorithm is used to solve the 2×2 matrix resulting from nodes in the network. A submodule generates the initial water depth and discharge at each computational point from equilibrium discharge in the absence of observed initial conditions. The model is applied in three sub-catchments of the Chao Phraya river basin, Thailand, considering three different conditions. The simulated results show good agreement with observed discharges and provide insight to water level fluctuations, especially where tributaries join the main channel. Copyright © 2000 John Wiley & Sons, Ltd.
机译:已经开发了一种用于河网的一维非定常水流路径的同时解决方案,该解决方案既可以与完整的分布式水文模型,简单的降雨径流模型一起使用,也可以与独立的河道模型一起使用。可以选择动态或运动学解决方案来模拟河流流量。河网不是从数字高程模型(DEM)生成的,就是直接输入到模型中的。该模型可以处理任意数量的上游通道和计算点。稀疏矩阵求解算法用于求解网络节点产生的2×2矩阵。一个子模块在没有观察到的初始条件的情况下,根据平衡流量生成每个水位的初始水深和流量。考虑到三个不同的条件,该模型被应用于泰国湄南河流域的三个子集水区。模拟结果显示出与观测到的流量有很好的一致性,并提供了对水位波动的洞察力,特别是在支流加入主渠道的地方。版权所有©2000 John Wiley&Sons,Ltd.

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