Optimizing precipitation station location: a case study of the Jinsha River Basin

被引:15
作者
Wang, Ke [1 ]
Chen, Nengcheng [1 ,2 ]
Tong, Daoqin [3 ]
Wang, Kai [1 ]
Wang, Wei [4 ]
Gong, Jianya [1 ]
机构
[1] Wuhan Univ, State Key Lab Informat Engn Surveying Mapping & R, Wuhan 430072, Peoples R China
[2] Collaborat Innovat Ctr Geospatial Technol, Wuhan, Peoples R China
[3] Univ Arizona, Sch Geog & Dev, Tucson, AZ USA
[4] Changjiang Water Resources Commiss, Bur Hydrol, Wuhan, Peoples R China
基金
国家高技术研究发展计划(863计划);
关键词
optimal siting; minimum density; Precipitation station; Jinsha River Basin; maximal coverage; SENSOR WEB; GEOSPATIAL CYBERINFRASTRUCTURE; COVERAGE OPTIMIZATION; FACILITY LOCATION; GENETIC ALGORITHM; NETWORK; GIS; SUPPORT; RUNOFF;
D O I
10.1080/13658816.2015.1119280
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
Precipitation stations are important components of a hydrological monitoring network. Given their critical role in rainfall forecasting and flood warnings, along with limited observation resources, determining the optimal locations to deploy precipitation stations presents an important problem. In this paper, we use a maximal covering location problem to identify the best precipitation station sites. Considering the terrain conditions and the characteristics of a rainfall network, the original maximal covering location model is modified with the introduction of a set of additional constraints. The minimum density requirement is used to determine a precipitation station's coverage range, and three weighting schemes are used to evaluate each demand object's covering priority. As a typical mountainous watershed with high annual precipitation, the Jinsha River Basin is selected as the study area to test the applicability of the proposed method. Results show that the proposed method is effective for precipitation station configuration optimization, and the model solution achieves higher coverage than the real-world deployment. Compared with the commercial solver CPLEX, a genetic algorithm-based heuristic can significantly reduce the computation time when the problem size is large. Several deployment strategies are also discussed for establishing the optimal configuration of precipitation stations.
引用
收藏
页码:1207 / 1227
页数:21
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