Adjustment to the curve number (NRCS-CN) to account for the vegetation effect on hydrological processes

被引:19
作者
Gonzalez, Alvaro [1 ,2 ]
Temimi, Marouane [1 ,2 ,3 ]
Khanbilvardi, Reza [1 ,2 ]
机构
[1] CUNY City Coll, Dept Civil Engn, New York, NY 10017 USA
[2] CUNY City Coll, CUNY CREST Inst, New York, NY 10017 USA
[3] Masdar Inst Sci & Technol, Inst Ctr Water & Environm iWater, Abu Dhabi, U Arab Emirates
来源
HYDROLOGICAL SCIENCES JOURNAL-JOURNAL DES SCIENCES HYDROLOGIQUES | 2015年 / 60卷 / 04期
基金
美国海洋和大气管理局;
关键词
dynamic curve number; vegetation density changes; Gridded Flash Flood Guidance; runoff estimation; remote sensing; PARAMETER-ESTIMATION; INITIAL ABSTRACTION; RUNOFF; MODEL; HIGHLANDS;
D O I
10.1080/02626667.2014.898119
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 work proposes an approach to automatically adjust the curve number (CN) to account for changes in vegetation density. Precipitation-runoff pairs from the MOdel Parameter Estimation EXperiment (MOPEX) dataset were used to estimate monthly simulated CNs (CNsim). Remotely sensed greenness fraction (GF) was used as a proxy for vegetation density. A relationship was established between CNsim and GF values, and an adjustment factor was introduced. The coefficients of determination (R-2) between the simulated and observed runoff when using the unadjusted and adjusted CNs were 0.63 and 0.80, respectively. Likewise, Nash-Sutcliffe coefficients of -0.17 and 0.67, and root mean square error (RMSE) of 5.22 and 2.75 were also obtained for the unadjusted and adjusted CNs, respectively. The results demonstrate how the adjustments compensate for the runoff overestimation when the standard CN (CNstd) is used, and also imply that the adjustment is crucial for improved hydrological modelling, particularly, for flood and flash flood monitoring and forecasting. [GRAPHICS] Editor Z.W. Kundzewicz
引用
收藏
页码:591 / 605
页数:15
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