摘要
为合理优化调配水资源,实现灌区综合效益最大化,以赵口引黄灌区二期工程为研究对象,构建多目标水资源优化配置-调度双层模型。采用遗传算法,优化求解得到2030年50%、75%、95%设计频率的灌区各用水户(居民与牲畜、农业、工业、服务业、环卫绿化和河湖生态)最优分配水量及渠系调水方案。研究结果表明:不同设计频率的最优水量分配方案均能满足灌区各用水户发展基本需求,居民与牲畜用水、工业用水、服务业用水均能优先得到满足,农业用水供需比保持在0.76以上;50%、75%、95%设计频率的灌区各渠道引黄水占比分别为46.61%、42.28%和48.58%。
In orderto effectively optimize the allocation of water resources and maximize the overall benefits of the Zhaokou Yellow River Irrigation Area Phase II,this paper established a bi-level multi-objective model for water resources optimization allocation and scheduling modelling.This model employed genetic algorithms to optimize canal water scheduling schemes and the allocation volumes for six water users,in-cluding residential livestock,agriculture,secondary industry,tertiary industry,environmental sanitation and greening,as well as river and lake ecosystems under designed frequencies of 50%,75%,95%in the planning year of 2030.Findings reveal that,at different designed frequencies,the optimal water allocation scheme successfully satisfies the fundamental needs of the diverse water users within the irrigation area.It also ensures adequate water supply for residential livestock,secondary and tertiary industries.Additionally,the agricultural sector maintains a supply-demand ratio exceeding 0.76.Under the different designed frequencies,the proportion of water diverted from the Yellow River by each canal in the irrigation area is 46.61%,42.28%,and 48.58%,respectively.
作者
冯涛
闫丰
左其亭
朱大炯
于磊
FENG Tao;YAN Feng;ZUO Qiting;ZHU Dajiong;YU Lei(Henan Water&Power Engineering Consulting Co.,Ltd.,Zhengzhou 450016,China;School of Water Conservancy and Transportation,Zhengzhou University,Zhengzhou 450001,China;Yellow River Institute for Ecological Protection&Regional Coordination Development,Zhengzhou University,Zhengzhou 450001,China)
出处
《人民黄河》
CAS
北大核心
2023年第12期65-70,共6页
Yellow River
基金
河南省水利厅水利科技攻关项目(GG202125,GG202022)
河南省重大公益性科技专项(201300311500)
国家重点研发计划项目(2021YFC3200201)
河南省高层次人才特殊支持计划项目(ZYQR201912184)。
关键词
多目标优化
水资源优化配置
渠系调度
双层模型
引黄灌区
multi-objective optimization
water resources optimal allocation
canal system scheduling
bi-level modelling
Yellow River diversion irrigation area