Fast and high-precision simulation of hydrodynamic and water quality process in river networks

To realize a fast and high-precision simulation of unsteady flows and water quality process in river networks, a 1-D mathematical modelling system for free-surface flows and water quality process is developed. In the hydrodynamic model, a θ semi-implicit method is used to discretize the free-surface...

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Main Authors: Lu Chengwei, Zhou Jianzhong, Hu Dechao, Yuan Shuai, Liu Yi
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201824601073
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spelling doaj-722e63d8252c4ed9857aa522db84082b2021-03-02T11:09:48ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-012460107310.1051/matecconf/201824601073matecconf_iswso2018_01073Fast and high-precision simulation of hydrodynamic and water quality process in river networksLu Chengwei0Zhou JianzhongHu Dechao1Yuan Shuai2Liu Yi3School of Hydropower and Information Engineering, Huazhong University of Science and TechnologySchool of Hydropower and Information Engineering, Huazhong University of Science and TechnologySchool of Hydropower and Information Engineering, Huazhong University of Science and TechnologySchool of Hydropower and Information Engineering, Huazhong University of Science and TechnologyTo realize a fast and high-precision simulation of unsteady flows and water quality process in river networks, a 1-D mathematical modelling system for free-surface flows and water quality process is developed. In the hydrodynamic model, a θ semi-implicit method is used to discretize the free-surface gradient term in the momentum equation while the Eulerian-Lagrangian method is employed to solve the advection term. To achieve good mass conservation, the finite-volume method is used to discretize continuity equation. Moreover, the resulting hydrodynamic model is unconditionally stable with respect to the gravity wave speed and flow advection. In solving the scalar transport equation, the forward difference is used for discretization in time while the centre-difference is in space. A sub-cycling is introduced to divide the computational time step and improve the stability of water quality model. Therefore, large time steps are allowed in both the hydrodynamic and the transport models. The coupling of the branches of the river networks is solved using a predictioncorrection method. Then, a Gaussian pulse test and a rectangular wave test are employed to demonstrate the accuracy and the efficiency of the system, which will also provide powerful supports for ecological operations of cascade reservoirs in drainage basins.https://doi.org/10.1051/matecconf/201824601073
collection DOAJ
language English
format Article
sources DOAJ
author Lu Chengwei
Zhou Jianzhong
Hu Dechao
Yuan Shuai
Liu Yi
spellingShingle Lu Chengwei
Zhou Jianzhong
Hu Dechao
Yuan Shuai
Liu Yi
Fast and high-precision simulation of hydrodynamic and water quality process in river networks
MATEC Web of Conferences
author_facet Lu Chengwei
Zhou Jianzhong
Hu Dechao
Yuan Shuai
Liu Yi
author_sort Lu Chengwei
title Fast and high-precision simulation of hydrodynamic and water quality process in river networks
title_short Fast and high-precision simulation of hydrodynamic and water quality process in river networks
title_full Fast and high-precision simulation of hydrodynamic and water quality process in river networks
title_fullStr Fast and high-precision simulation of hydrodynamic and water quality process in river networks
title_full_unstemmed Fast and high-precision simulation of hydrodynamic and water quality process in river networks
title_sort fast and high-precision simulation of hydrodynamic and water quality process in river networks
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2018-01-01
description To realize a fast and high-precision simulation of unsteady flows and water quality process in river networks, a 1-D mathematical modelling system for free-surface flows and water quality process is developed. In the hydrodynamic model, a θ semi-implicit method is used to discretize the free-surface gradient term in the momentum equation while the Eulerian-Lagrangian method is employed to solve the advection term. To achieve good mass conservation, the finite-volume method is used to discretize continuity equation. Moreover, the resulting hydrodynamic model is unconditionally stable with respect to the gravity wave speed and flow advection. In solving the scalar transport equation, the forward difference is used for discretization in time while the centre-difference is in space. A sub-cycling is introduced to divide the computational time step and improve the stability of water quality model. Therefore, large time steps are allowed in both the hydrodynamic and the transport models. The coupling of the branches of the river networks is solved using a predictioncorrection method. Then, a Gaussian pulse test and a rectangular wave test are employed to demonstrate the accuracy and the efficiency of the system, which will also provide powerful supports for ecological operations of cascade reservoirs in drainage basins.
url https://doi.org/10.1051/matecconf/201824601073
work_keys_str_mv AT luchengwei fastandhighprecisionsimulationofhydrodynamicandwaterqualityprocessinrivernetworks
AT zhoujianzhong fastandhighprecisionsimulationofhydrodynamicandwaterqualityprocessinrivernetworks
AT hudechao fastandhighprecisionsimulationofhydrodynamicandwaterqualityprocessinrivernetworks
AT yuanshuai fastandhighprecisionsimulationofhydrodynamicandwaterqualityprocessinrivernetworks
AT liuyi fastandhighprecisionsimulationofhydrodynamicandwaterqualityprocessinrivernetworks
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