Multi-Objective Optimal Scheduling Model of Dynamic Control of Flood Limit Water Level for Cascade Reservoirs

Reservoirs play a significant role in water resources management and water resource allocation. Traditional flood limited water level (FLWL) of reservoirs is set as a fixed value which over-considers the reservoir flood control and limits the benefits of reservoirs to a certain extent. However, the...

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Main Authors: Guanjun Liu, Hui Qin, Qin Shen, Rui Tian, Yongqi Liu
Format: Article
Language:English
Published: MDPI AG 2019-09-01
Series:Water
Subjects:
Online Access:https://www.mdpi.com/2073-4441/11/9/1836
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spelling doaj-e40fb8619c814e418a4ff51c7a1784fc2020-11-25T01:32:43ZengMDPI AGWater2073-44412019-09-01119183610.3390/w11091836w11091836Multi-Objective Optimal Scheduling Model of Dynamic Control of Flood Limit Water Level for Cascade ReservoirsGuanjun Liu0Hui Qin1Qin Shen2Rui Tian3Yongqi Liu4School of Hydropower and Information Engineering, Huazhong University of Science and Technology, Wuhan 430074, Hubei, ChinaSchool of Hydropower and Information Engineering, Huazhong University of Science and Technology, Wuhan 430074, Hubei, ChinaSchool of Hydropower and Information Engineering, Huazhong University of Science and Technology, Wuhan 430074, Hubei, ChinaSchool of Hydropower and Information Engineering, Huazhong University of Science and Technology, Wuhan 430074, Hubei, ChinaSchool of Hydropower and Information Engineering, Huazhong University of Science and Technology, Wuhan 430074, Hubei, ChinaReservoirs play a significant role in water resources management and water resource allocation. Traditional flood limited water level (FLWL) of reservoirs is set as a fixed value which over-considers the reservoir flood control and limits the benefits of reservoirs to a certain extent. However, the dynamic control of the reservoir FLWL is an effective solution. It is a method to temporarily increase the water level of the reservoir during the flood season by using forecast information and discharge capacity, and it can both consider flood control and power generation during the flood season. Therefore, this paper focuses on multi-objective optimal scheduling of dynamic control of FLWL for cascade reservoirs based on multi-objective evolutionary algorithm to get the trade-off between flood control and power generation. A multi-objective optimal scheduling model of dynamic control of FLWL for cascade reservoirs which contains a new dynamic control method is developed, and the proposed model consists of an initialization module, a dynamic control programming module and an optimal scheduling module. In order to verify the effectiveness of the model, a cascade reservoir consisting of seven reservoirs in the Hanjiang Basin of China were selected as a case study. Twenty-four-hour runoff data series for three typical hydrological years were used in this model. At the same time, two extreme schemes were chosen for comparison from optimized scheduling schemes. The comparison result showed that the power generation can be increased by 9.17 &#215; 10<sup>8</sup> kW&#183;h (6.39%) at most, compared to the original design scheduling scheme, while the extreme risk rate also increased from 0.1% to 0.268%. In summary, experimental results show that the multi-objective optimal scheduling model established in this study can provide decision makers with a set of alternative feasible optimized scheduling schemes by considering the two objectives of maximizing power generation and minimizing extreme risk rate.https://www.mdpi.com/2073-4441/11/9/1836flood limited water levelflood preventionhydropower generationextreme risk ratemulti-objective optimization
collection DOAJ
language English
format Article
sources DOAJ
author Guanjun Liu
Hui Qin
Qin Shen
Rui Tian
Yongqi Liu
spellingShingle Guanjun Liu
Hui Qin
Qin Shen
Rui Tian
Yongqi Liu
Multi-Objective Optimal Scheduling Model of Dynamic Control of Flood Limit Water Level for Cascade Reservoirs
Water
flood limited water level
flood prevention
hydropower generation
extreme risk rate
multi-objective optimization
author_facet Guanjun Liu
Hui Qin
Qin Shen
Rui Tian
Yongqi Liu
author_sort Guanjun Liu
title Multi-Objective Optimal Scheduling Model of Dynamic Control of Flood Limit Water Level for Cascade Reservoirs
title_short Multi-Objective Optimal Scheduling Model of Dynamic Control of Flood Limit Water Level for Cascade Reservoirs
title_full Multi-Objective Optimal Scheduling Model of Dynamic Control of Flood Limit Water Level for Cascade Reservoirs
title_fullStr Multi-Objective Optimal Scheduling Model of Dynamic Control of Flood Limit Water Level for Cascade Reservoirs
title_full_unstemmed Multi-Objective Optimal Scheduling Model of Dynamic Control of Flood Limit Water Level for Cascade Reservoirs
title_sort multi-objective optimal scheduling model of dynamic control of flood limit water level for cascade reservoirs
publisher MDPI AG
series Water
issn 2073-4441
publishDate 2019-09-01
description Reservoirs play a significant role in water resources management and water resource allocation. Traditional flood limited water level (FLWL) of reservoirs is set as a fixed value which over-considers the reservoir flood control and limits the benefits of reservoirs to a certain extent. However, the dynamic control of the reservoir FLWL is an effective solution. It is a method to temporarily increase the water level of the reservoir during the flood season by using forecast information and discharge capacity, and it can both consider flood control and power generation during the flood season. Therefore, this paper focuses on multi-objective optimal scheduling of dynamic control of FLWL for cascade reservoirs based on multi-objective evolutionary algorithm to get the trade-off between flood control and power generation. A multi-objective optimal scheduling model of dynamic control of FLWL for cascade reservoirs which contains a new dynamic control method is developed, and the proposed model consists of an initialization module, a dynamic control programming module and an optimal scheduling module. In order to verify the effectiveness of the model, a cascade reservoir consisting of seven reservoirs in the Hanjiang Basin of China were selected as a case study. Twenty-four-hour runoff data series for three typical hydrological years were used in this model. At the same time, two extreme schemes were chosen for comparison from optimized scheduling schemes. The comparison result showed that the power generation can be increased by 9.17 &#215; 10<sup>8</sup> kW&#183;h (6.39%) at most, compared to the original design scheduling scheme, while the extreme risk rate also increased from 0.1% to 0.268%. In summary, experimental results show that the multi-objective optimal scheduling model established in this study can provide decision makers with a set of alternative feasible optimized scheduling schemes by considering the two objectives of maximizing power generation and minimizing extreme risk rate.
topic flood limited water level
flood prevention
hydropower generation
extreme risk rate
multi-objective optimization
url https://www.mdpi.com/2073-4441/11/9/1836
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