Dynamic Optimal Allocation Method for Total Amount Control of Water Consumption in a River Basin

WU Zhen-hui, MEI Ya-dong, CAI Hao

Journal of Changjiang River Scientific Research Institute ›› 2020, Vol. 37 ›› Issue (8) : 42-48.

PDF(4684 KB)
PDF(4684 KB)
Journal of Changjiang River Scientific Research Institute ›› 2020, Vol. 37 ›› Issue (8) : 42-48. DOI: 10.11988/ckyyb.20190487
WATER RESOURCES AND ENVIRONMENT

Dynamic Optimal Allocation Method for Total Amount Control of Water Consumption in a River Basin

  • WU Zhen-hui, MEI Ya-dong, CAI Hao
Author information +
History +

Abstract

A dynamic optimal allocation method for total amount control of water resources is proposed in this paper to determine the annual gross control index of water consumption and to rationally control water allocation according to inflow. With Fuhe River drainage basin as a case study, a model for optimal allocation of water resources is established with minimizing the water shortage in remaining stage (operation stage) as the objective, and water demand in water use area as well as flux requirements for control sections as constraints. The control index is real-time adjusted through the dynamic operation mode “forecast-decision-implementation-renewal”. Result shows that the water shortage rate in the water use area declines by 3.8%-25.3% when inflow scenario (IS) changes from wet to dry, while the water use in remaining stage is always controlled within the total amount control index when dry IS turns to wet. The annual total amount control index of water consumption calculated by the present method effectively adapts to different water conditions in the year, and meanwhile instigates or limits the supply of water according to different water supply conditions.

Key words

total water use control / dynamic optimal water allocation / control index / basin water resource / Fuhe River basin

Cite this article

Download Citations
WU Zhen-hui, MEI Ya-dong, CAI Hao. Dynamic Optimal Allocation Method for Total Amount Control of Water Consumption in a River Basin[J]. Journal of Changjiang River Scientific Research Institute. 2020, 37(8): 42-48 https://doi.org/10.11988/ckyyb.20190487

References

[1] 王 浩. 实行最严格水资源管理制度关键技术支撑探析[J].中国水利,2011(6): 28-29,32.
[2] 汪党献, 郦建强, 刘金华. 用水总量控制指标制定与制度建设[J].中国水利,2012(7): 12-14.
[3] 陈 进, 朱延龙. 长江流域用水总量控制探讨[J].中国水利,2011(5): 42-44.
[4] 严子奇, 王 浩, 桑学锋, 等. 基于模糊聚类预报与序贯决策的水资源开发利用总量动态管理模式[J].中国水利水电科学研究院学报,2017,15(3): 161-169.
[5] 张玲玲, 王宗志, 李晓惠, 等. 总量控制约束下区域用水结构调控策略及动态模拟[J]. 长江流域资源与环境, 2015, 24(1):90-96.
[6] 甘 泓, 游进军, 张海涛. 年度用水总量考核评估技术方法探讨[J].中国水利,2013(17): 25-28.
[7] 裴源生,赵 勇,王建华. 流域水资源实时调度研究:以黑河流域为例[J].水科学进展,2006,17(3):395-401.
[8] 张海涛, 甘 泓, 游进军. 用水特性曲线的线型及其应用研究[J].水利学报,2014,45(8): 967-972.
[9] 魏加华, 王光谦, 蔡治国. 多时间尺度自适应流域水量调控模型[J].清华大学学报(自然科学版),2006,46(12): 1973-1977.
[10]王 煜, 黄 强, 刘昌明. 流域水资源实时调控方法和模型研究[J].水利学报,2006,37(9): 1122-1128.
[11]柴福鑫, 邱 林, 谢新民. 灌区水资源实时优化调度[J].水利学报,2007,38(6): 710-716.
[12]方彦舒, 艾 萍, 牟 萍. 一种用水总量控制指标的时间分配方法[J].水电能源科学,2013,31(8): 42-45,243.
[13]王镜淋, 胡铁松, 王 敬. 用水总量控制下的水库水量调度模型研究[J].中国农村水利水电,2017(12): 48-52.
[14]许银山,兰 岚,吕孙云,等.基于断面控制的汉江流域水资源模拟配置[J].中国农村水利水电,2014(10):39-42,48.
[15]李红霞, 许士国, 范垂仁. 月径流序列的混沌特征识别及Volterra自适应预测法的应用[J].水利学报,2007,38(6): 760-766.
[16]JIANG C W, LI T. Forecasting Method Study on Chaotic Load Series with High Embedded Dimension[J]. Energy Conversion and Management, 2004, 46(5): 667-676.
PDF(4684 KB)

Accesses

Citation

Detail

Sections
Recommended

/