摘要
就引汉济渭工程而言,由于关中受水区地势平坦,很难找到单一的大容量洼地修建调蓄工程,因此,需要采用分散式调蓄工程布置方案。本文在数字高程地形(DEM)数据分析的基础上,结合土地利用情况、下垫面条件以及调蓄节点与用水单元的空间关系,在受水区范围内优选了调蓄条件较好的地点25处,总共调蓄容量为1.37亿m3,可满足一般平水年份引汉济渭工程受水区的年调蓄容量要求。
So far as Hanjiang-to-Weihe River Water Diversion Project is concerned,it is quite difficult to find out a single depression with large capacity for constructing the regulation and storage works within the water receiving area in Guanzhong Region as the topography is flat therein,and then a scheme for a layout of decentralized regulation and storage works is necessary to be adopted. Based on the DEM( Digital Elevation Model) analysis,25 locations with better water regulation and storage conditions are optimally selected within the water-receiving area in accordance with the conditions of land utilization and underlying surface as well as the spatial relationship between the regulation and storage works and the water users therein; of which the total water regulation and storage capacity is about 0. 137 billion m3,thus the annual water regulation and storage demand from the water-receiving area in a normal year can be surely satisfied.
出处
《水利水电技术》
CSCD
北大核心
2014年第7期26-29,共4页
Water Resources and Hydropower Engineering
基金
陕西省引汉济渭工程科技项目"引汉济渭配水工程调蓄基础研究"
水利部公益性行业科研专项经费项目"北京智能水网顶层设计和水量调度系统框架研究"(201301005)
财政部水利部专项"我国节水型社会建设理论技术与实践应用研究"(水综节水[2006]50号)
关键词
引汉济渭工程
调蓄
DEM
洼地
陕西省
Hanjiang-to-Weihe River Water Diversion Project
regulation and storage
DEM(Digital Elevation Model)
depres-sion
Shaanxi Province