Identifying hydrograph parameters and their relationships to urbanization variables

被引:6
作者
Huang, Shao-Yang [1 ]
Cheng, Shin-Jen [2 ]
Wen, Jet-Chau [3 ]
Lee, Ju-Huang [4 ]
机构
[1] Natl Yunlin Univ Sci & Technol, Grad Sch Engn Sci & Technol, Touliu 640, Yunlin, Taiwan
[2] Taiwan Shoufu Univ, Dept Leisure & Recreat Management, Tainan 721, Taiwan
[3] Natl Yunlin Univ Sci & Technol, Dept Safety Hlth & Environm Engn, Touliu 640, Yunlin, Taiwan
[4] Water Resources Agcy, Minist Econ Affairs, Taipei 106, Taiwan
来源
HYDROLOGICAL SCIENCES JOURNAL-JOURNAL DES SCIENCES HYDROLOGIQUES | 2012年 / 57卷 / 01期
关键词
hydrograph parameter; urbanization variables; hydrological modelling; urbanization change; time to peak; peak discharge; UNIT HYDROGRAPHS; RIVER-BASIN; LAND-USE; RUNOFF; RAINFALL; INTERPOLATION; IMPERVIOUSNESS; IDENTIFICATION; WATERSHEDS; COMPONENTS;
D O I
10.1080/02626667.2011.637044
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
This study examines relationships between model parameters and urbanization variables for evaluating urbanization effects in a watershed. Rainfall-runoff simulation using the Nash model is the main basis of the study. Mean rainfall and excesses resulting from time-variant losses were completed using the kriging and nonlinear programming methods, respectively. Calibrated parameters of 47 events were related to urbanized variables, change of shape parameter responds more sensitively than that of scale parameter based on comparisons between annual average and optimal interval methods. Regression equations were used to obtain four continuous correlations for linking shape parameter with urbanization variables. Verification of 10 events demonstrates that shape parameter responds more strongly to imperviousness than to population, and a power relationship is suitable. Therefore, an imperviousness variable is a major reference for analysing urbanization changes to a watershed. This study found that time to peak of IUH was reduced from 11.76 to 3.97 h, whereas peak discharge increased from 44.79 to 74.92 m(3)/s.
引用
收藏
页码:144 / 161
页数:18
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