Implementing of the JPWSPC method in RIV1H for unsteady flow modeling in general river networks |
| |
Authors: | Dejun Zhu Yongcan Chen |
| |
Institution: | 1. State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China;2. Southwest University of Science and Technology, 59 Qinglong Road, Mianyang 621010, Sichuan, China;1. Department of Civil Engineering, Case Western Reserve University, 2104 Adelbert Road, Bingham 269, Cleveland, OH 44106-7201, United States;2. Department of Civil Engineering, Case Western Reserve University, 2104 Adelbert Road, Bingham 206, Cleveland, OH 44106-7201, United States;1. Department of Physics, University of Jyväskylä, P.O. Box 35, 40014 University of Jyväskylä, Finland;2. Helsinki Institute of Physics, P.O. Box 64, 00014 University of Helsinki, Finland |
| |
Abstract: | RIV1H is the stand-alone hydraulic program of CE-QUAL-RIV1, a longitudinal hydraulic and water quality model developed by U.S. Army Corps of Engineers Waterways Experiment Station. RIV1 H solves the Saint-Venant equations using the widely accepted four-point implicit Preissmann scheme, and the resulting nonlinear equations are solved using the Newton-Raphson method. RIV1 H is capable of simulating multiple branches, and in-stream hydraulic control structures. It treats tributary networks using a double sweep algorithm based on upstream ordering of the branches. It treats the control structures following a downstream solution order, which also is based on the upstream ordering of the branches. Since an upstream ordering cannot be achieved for looped networks, RIV1 H is only applicable to non-looped tributary networks. In the current study, the junction-point water stage prediction and correction(JPWSPC) method is extended to take into account the control structures and the method is used to improve the RIV1 H model, enabling it to be applied to both non-looped and looped networks with in-stream hydraulic control structures. The JPWSPC method makes the linear equation system for each segment complete while maintaining the banded property, thus the system can be independently and efficiently solved. It has the advantages to be efficient, robust, and very suitable for parallel computing. The improved RIV1 H model was tested using two idealized networks and the results demonstrated the success of the improvement. |
| |
Keywords: | RIV1H Numerical hydraulic model River network Control structure Junction-point water stage prediction and correction |
本文献已被 CNKI 维普 万方数据 ScienceDirect 等数据库收录! |
|