Runoff Reduction Effects at Installation of LID Facilities under Different Climate Change Scenarios

被引:8
作者
Lee, Seungwook [1 ]
Kim, Daye [2 ]
Maeng, Seungjin [2 ]
Azam, Muhammad [3 ]
Lee, Bongguk [4 ]
机构
[1] Chungbuk Res Inst, Cheongju 28517, South Korea
[2] Chungbuk Natl Univ, Dept Agr Rural Engn, Cheongju 28644, South Korea
[3] PMAS Arid Agr Univ, Fac Agr Engn & Technol, Rawalpindi 44000, Pakistan
[4] Korea Water Resources Corp, Water Resources Management Res Planning Dept, Daejeon 34350, South Korea
关键词
low-impact development (LID); climate change scenarios; SWMM;
D O I
10.3390/w14081301
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In order to prepare for floods and droughts that occur as a result of climate change, various studies in water-related fields are being carried out in various countries around the world. Among them, special attention is being paid to the low-impact development (LID) technique. This study measured the annual maximum daily rainfall data from 2019 to 2100 by climate change scenario, which is the annual maximum daily rainfall series observed for rainfall stations, and tested the hydrological data using statistical analysis. After determining whether the data could be analyzed, the probability distribution was selected, and the parameters of the selected probability distribution were calculated using the L-moment method for each rainfall station. The probabilities of rainfall data were derived using GEV distribution, and the United States Environmental Protection Agency Storm Water Management Model (SWMM), a runoff simulation program, was used to compare and analyze the runoff reduction rate before and after the installation of a permeable pavement as an LID facility. The results of the analysis showed that representative concentration pathway (RCP) 4.5 and RCP 8.5 had the effect of reducing the runoff for more than 100 years at a 30% reduction rate compared with before installation.
引用
收藏
页数:22
相关论文
共 13 条
[1]  
Cunnane C., 1989, Statistical Distributions for Flood Frequency Analysis
[2]  
Environmental Protection Agency (US-EPA), 2015, PROT WAT QUAL URB RU
[3]   PROBABILITY WEIGHTED MOMENTS - DEFINITION AND RELATION TO PARAMETERS OF SEVERAL DISTRIBUTIONS EXPRESSABLE IN INVERSE FORM [J].
GREENWOOD, JA ;
LANDWEHR, JM ;
MATALAS, NC ;
WALLIS, JR .
WATER RESOURCES RESEARCH, 1979, 15 (05) :1049-1054
[4]  
Hosking J.R.M., 1986, The theory of probability weighted moments
[5]  
Hosking J.R.M., 1996, FORTRAN ROUTINES USE, P1
[6]  
Hosking JRM, 1997, REGIONAL FREQUENCY A, P240, DOI [DOI 10.1017/CBO9780511529443, 10.1017/CBO9780511529443]
[7]  
Lee D.C., 2017, THESIS CHUNG ANG U S
[8]  
Maeng S.J., 2003, J KOREAN SOC AGR ENG, V45, P33
[9]  
Maidment D.R., 1992, HDB HYDROLOGY, V1, P55
[10]  
Ministry of Land Infrastructure and Transport South Korea, 2008, PLAN SEC NAT WAT SEC, V1st