Flood Routing Simulation and Propagation Law Analysis in Three Gorges Reservoir Area

The Saint-Venant equation is discretized by the Preissmann four-point implicit difference scheme and then solved by the three-step solution method of the channel-junction-channel to build a one-dimensional hydrodynamic model of the Three Gorges Reservoir area.The simulated results of the flood routi...

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Main Authors: WANG Jue, ZHANG Hairong, SUN Zhenyu, ZHANG Mingliang
Format: Article
Language:zho
Published: Editorial Office of Pearl River 2023-01-01
Series:Renmin Zhujiang
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Online Access:http://www.renminzhujiang.cn/thesisDetails?columnId=47640983&Fpath=home&index=0
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author WANG Jue
ZHANG Hairong
SUN Zhenyu
ZHANG Mingliang
author_facet WANG Jue
ZHANG Hairong
SUN Zhenyu
ZHANG Mingliang
author_sort WANG Jue
collection DOAJ
description The Saint-Venant equation is discretized by the Preissmann four-point implicit difference scheme and then solved by the three-step solution method of the channel-junction-channel to build a one-dimensional hydrodynamic model of the Three Gorges Reservoir area.The simulated results of the flood routing process in flood seasons in 2020 and 2021 are in good agreement with the measured values.This indicates that the model can accurately calculate the flood routing process in the Three Gorges Reservoir area.In addition,the model is used to explore the flood propagation laws in the reservoir area.The results show that the high flood discharge from the upstream has a great effect on the rise in the water level at the reservoir tail,and the jacking effect of the water level at the dam site spreads to the vicinity of Cuntan Station.Under different flow conditions, it takes about 23~44 h for the flood in the reservoir area to evolve from Zhutuo to the dam site.The flood propagation time is negatively correlated with water level and positively correlated with peak discharge.The analysis of the water level-flow relationship at Cuntan Station shows that the simulated values are in good conformity with the measured ones, and the water level-flow curve of the flooding process at Cuntan Station is in a complex “rope-loop” shape.The results of this study can provide technical support for flood scheduling and forecasting at the stations in the reservoir area.
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institution Kabale University
issn 1001-9235
language zho
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publisher Editorial Office of Pearl River
record_format Article
series Renmin Zhujiang
spelling doaj-art-c4245892c7414fa388a687c7c6dfc2dc2025-01-15T02:23:03ZzhoEditorial Office of Pearl RiverRenmin Zhujiang1001-92352023-01-014447640983Flood Routing Simulation and Propagation Law Analysis in Three Gorges Reservoir AreaWANG JueZHANG HairongSUN ZhenyuZHANG MingliangThe Saint-Venant equation is discretized by the Preissmann four-point implicit difference scheme and then solved by the three-step solution method of the channel-junction-channel to build a one-dimensional hydrodynamic model of the Three Gorges Reservoir area.The simulated results of the flood routing process in flood seasons in 2020 and 2021 are in good agreement with the measured values.This indicates that the model can accurately calculate the flood routing process in the Three Gorges Reservoir area.In addition,the model is used to explore the flood propagation laws in the reservoir area.The results show that the high flood discharge from the upstream has a great effect on the rise in the water level at the reservoir tail,and the jacking effect of the water level at the dam site spreads to the vicinity of Cuntan Station.Under different flow conditions, it takes about 23~44 h for the flood in the reservoir area to evolve from Zhutuo to the dam site.The flood propagation time is negatively correlated with water level and positively correlated with peak discharge.The analysis of the water level-flow relationship at Cuntan Station shows that the simulated values are in good conformity with the measured ones, and the water level-flow curve of the flooding process at Cuntan Station is in a complex “rope-loop” shape.The results of this study can provide technical support for flood scheduling and forecasting at the stations in the reservoir area.http://www.renminzhujiang.cn/thesisDetails?columnId=47640983&Fpath=home&index=0one-dimensional hydrodynamicsnumerical simulationflood routingwater level-flow relationshipThree Gorges Reservoir Area
spellingShingle WANG Jue
ZHANG Hairong
SUN Zhenyu
ZHANG Mingliang
Flood Routing Simulation and Propagation Law Analysis in Three Gorges Reservoir Area
Renmin Zhujiang
one-dimensional hydrodynamics
numerical simulation
flood routing
water level-flow relationship
Three Gorges Reservoir Area
title Flood Routing Simulation and Propagation Law Analysis in Three Gorges Reservoir Area
title_full Flood Routing Simulation and Propagation Law Analysis in Three Gorges Reservoir Area
title_fullStr Flood Routing Simulation and Propagation Law Analysis in Three Gorges Reservoir Area
title_full_unstemmed Flood Routing Simulation and Propagation Law Analysis in Three Gorges Reservoir Area
title_short Flood Routing Simulation and Propagation Law Analysis in Three Gorges Reservoir Area
title_sort flood routing simulation and propagation law analysis in three gorges reservoir area
topic one-dimensional hydrodynamics
numerical simulation
flood routing
water level-flow relationship
Three Gorges Reservoir Area
url http://www.renminzhujiang.cn/thesisDetails?columnId=47640983&Fpath=home&index=0
work_keys_str_mv AT wangjue floodroutingsimulationandpropagationlawanalysisinthreegorgesreservoirarea
AT zhanghairong floodroutingsimulationandpropagationlawanalysisinthreegorgesreservoirarea
AT sunzhenyu floodroutingsimulationandpropagationlawanalysisinthreegorgesreservoirarea
AT zhangmingliang floodroutingsimulationandpropagationlawanalysisinthreegorgesreservoirarea