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Effects of the Land Use and Check Dams on Flood in Upper Catchment of Fuping Hydrological Station by Hydrological Modeling

Authors
  • Chen, Fulong1, 2
  • Zheng, Jintao2
  • Li, Shaofei3
  • Long, Aihua4
  • 1 Tianjin University, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin, 300072, China , Tianjin (China)
  • 2 Shihezi University, College of Water Conservancy and Architectural Engineering, Shihezi, 832000, China , Shihezi (China)
  • 3 Tianjin Agricultural University, Department of Hydraulic Engineering, Tianjin, 300384, China , Tianjin (China)
  • 4 China Institute of Water Resources and Hydropower Research, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, Beijing, 10038, China , Beijing (China)
Type
Published Article
Journal
Water Resources
Publisher
Pleiades Publishing
Publication Date
Jul 19, 2018
Volume
45
Issue
4
Pages
508–522
Identifiers
DOI: 10.1134/S0097807818040103
Source
Springer Nature
Keywords
License
Yellow

Abstract

Flood peaks and volumes had been detected a downward trend in Fuping hydrological station. To quantify the effects of check dams on flood peaks and volumes, a hydrological model integrating land use was established. The model performed well in flood processes simulation, and the Nash efficiency of the model was 0.72. Then the model was used to identify the comprehensive effects of land use and land cover change on flood processes by comparing the simulation results of the selected flood events under 1980 and 2000 land use and land cover conditions. 24.5, 37.7 and 51.3% decrease in flood peaks for flood events of greater than 10 years, 5~10 years and less than 5 years return periods, respectively, and 16.3, 27.9 and 28.5% decrease in flood volumes for the three groups flood events of different return periods. Contributions of land use change and check dams to decrease in flood peak and volume were simulated, and it was found that peak discharge and volume for each flood event responded differently to the two factors. The results in this study can provide valuable information on design flood calculation in the basin under land use and land cover change.

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