Integrated Flood Management for Beiyun River, China

Beiyun River Basin is holistically suffering a water shortage and relatively concentrated flood risk. The current operation (level-control) of dams and floodgates, which is in passive defense mode, cannot meet the demands of both flood control and storm water resources. An integrated flood forecasti...
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Autor*in:	Minghong Chen [verfasserIn] Hongwei Fang [verfasserIn] Yi Zheng [verfasserIn] Guojian He [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2013

Schlagwörter:	rainstorm hydrological model hydrodynamic model hydraulic model water resources dams and floodgates

Übergeordnetes Werk:	In: Journal of Hydrology and Hydromechanics - Sciendo, 2015, 61(2013), 3, Seite 177-187
Übergeordnetes Werk:	volume:61 ; year:2013 ; number:3 ; pages:177-187

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.2478/johh-2013-0023

Katalog-ID:	DOAJ077837614

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callnumber-first	T - Technology
author	Minghong Chen
spellingShingle	Minghong Chen misc TC1-978 misc rainstorm misc hydrological model misc hydrodynamic model misc hydraulic model misc water resources misc dams and floodgates misc Hydraulic engineering Integrated Flood Management for Beiyun River, China
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topic_title	TC1-978 Integrated Flood Management for Beiyun River, China rainstorm hydrological model hydrodynamic model hydraulic model water resources dams and floodgates
topic	misc TC1-978 misc rainstorm misc hydrological model misc hydrodynamic model misc hydraulic model misc water resources misc dams and floodgates misc Hydraulic engineering
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title	Integrated Flood Management for Beiyun River, China
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title_full	Integrated Flood Management for Beiyun River, China
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title_sort	integrated flood management for beiyun river, china
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title_auth	Integrated Flood Management for Beiyun River, China
abstract	Beiyun River Basin is holistically suffering a water shortage and relatively concentrated flood risk. The current operation (level-control) of dams and floodgates, which is in passive defense mode, cannot meet the demands of both flood control and storm water resources. An integrated flood forecasting and management system is developed by the connecting of the hydrological model and hydrodynamic model and coupling of the hydrodynamic model and hydraulic model for dams and floodgates. Based upon the forecasted runoff processes, a discharge-control operation mode of dams and floodgates is proposed to be utilized in order to well regulate the flood routing in channels. The simulated water level, discharge, and water storage volume under different design conditions of rainfall return periods and floodgates operation modes are compared. The results show that: (1) for small floods, current operation modes can satisfy the objectives, but discharge-control operation can do better; (2) for medium size floods, since pre-storing of the floods affects the discharge of follow-up floods by floodgates, the requirement of flood control cannot be satisfied under current operations, but the discharge-control operation can; (3) for large floods, neither operation can meet the requirement because of the limited storage of these dams. Then, the gravel pits, wetlands, ecological lakes and flood detention basins around the river must be used for excess flood waters. Using the flood forecasting and management system can change passive defense to active defense mode, solving the water resources problem of Beijing city and Beiyun River Basin to a certain extent.
abstractGer	Beiyun River Basin is holistically suffering a water shortage and relatively concentrated flood risk. The current operation (level-control) of dams and floodgates, which is in passive defense mode, cannot meet the demands of both flood control and storm water resources. An integrated flood forecasting and management system is developed by the connecting of the hydrological model and hydrodynamic model and coupling of the hydrodynamic model and hydraulic model for dams and floodgates. Based upon the forecasted runoff processes, a discharge-control operation mode of dams and floodgates is proposed to be utilized in order to well regulate the flood routing in channels. The simulated water level, discharge, and water storage volume under different design conditions of rainfall return periods and floodgates operation modes are compared. The results show that: (1) for small floods, current operation modes can satisfy the objectives, but discharge-control operation can do better; (2) for medium size floods, since pre-storing of the floods affects the discharge of follow-up floods by floodgates, the requirement of flood control cannot be satisfied under current operations, but the discharge-control operation can; (3) for large floods, neither operation can meet the requirement because of the limited storage of these dams. Then, the gravel pits, wetlands, ecological lakes and flood detention basins around the river must be used for excess flood waters. Using the flood forecasting and management system can change passive defense to active defense mode, solving the water resources problem of Beijing city and Beiyun River Basin to a certain extent.
abstract_unstemmed	Beiyun River Basin is holistically suffering a water shortage and relatively concentrated flood risk. The current operation (level-control) of dams and floodgates, which is in passive defense mode, cannot meet the demands of both flood control and storm water resources. An integrated flood forecasting and management system is developed by the connecting of the hydrological model and hydrodynamic model and coupling of the hydrodynamic model and hydraulic model for dams and floodgates. Based upon the forecasted runoff processes, a discharge-control operation mode of dams and floodgates is proposed to be utilized in order to well regulate the flood routing in channels. The simulated water level, discharge, and water storage volume under different design conditions of rainfall return periods and floodgates operation modes are compared. The results show that: (1) for small floods, current operation modes can satisfy the objectives, but discharge-control operation can do better; (2) for medium size floods, since pre-storing of the floods affects the discharge of follow-up floods by floodgates, the requirement of flood control cannot be satisfied under current operations, but the discharge-control operation can; (3) for large floods, neither operation can meet the requirement because of the limited storage of these dams. Then, the gravel pits, wetlands, ecological lakes and flood detention basins around the river must be used for excess flood waters. Using the flood forecasting and management system can change passive defense to active defense mode, solving the water resources problem of Beijing city and Beiyun River Basin to a certain extent.
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title_short	Integrated Flood Management for Beiyun River, China
url	https://doi.org/10.2478/johh-2013-0023 https://doaj.org/article/794d3844fc3744dda5c2e36a47ca8f24 https://doaj.org/toc/0042-790X
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up_date	2024-07-03T14:25:31.188Z
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