Runoff Potentiality of a Watershed through SCS and Functional Data Analysis Technique

被引:19
作者
Adham, M. I. [1 ]
Shirazi, S. M. [2 ]
Othman, F. [1 ]
Rahman, S. [3 ]
Yusop, Z. [2 ]
Ismail, Z. [1 ]
机构
[1] Univ Malaya, Fac Engn, Dept Civil Engn, Kuala Lumpur 50603, Malaysia
[2] Univ Teknol Malaysia, Inst Environm & Water Resource Management IPASA, Skudai 81310, Johor Bahru, Malaysia
[3] N Dakota State Univ, Dept Agr & Biosyst Engn, Fargo, ND 58108 USA
来源
SCIENTIFIC WORLD JOURNAL | 2014年
关键词
CURVE NUMBER; DAILY RAINFALL; PENINSULAR MALAYSIA; MODEL; PATTERNS; GIS; PARAMETERS; CATCHMENT; LANDSAT; FIELD;
D O I
10.1155/2014/379763
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Runoff potentiality of a watershed was assessed based on identifying curve number (CN), soil conservation service (SCS), and functional data analysis (FDA) techniques. Daily discrete rainfall data were collected from weather stations in the study area and analyzed through lowess method for smoothing curve. As runoff data represents a periodic pattern in each watershed, Fourier series was introduced to fit the smooth curve of eight watersheds. Seven terms of Fourier series were introduced for the watersheds 5 and 8, while 8 terms of Fourier series were used for the rest of the watersheds for the best fit of data. Bootstrapping smooth curve analysis reveals that watersheds 1, 2, 3, 6, 7, and 8 are with monthly mean runoffs of 29, 24, 22, 23, 26, and 27 mm, respectively, and these watersheds would likely contribute to surface runoff in the study area. The purpose of this study was to transform runoff data into a smooth curve for representing the surface runoff pattern and mean runoff of each watershed through statistical method. This study provides information of runoff potentiality of each watershed and also provides input data for hydrological modeling.
引用
收藏
页数:15
相关论文
共 53 条
[31]   Soil Conservation Service Curve Number method:: How to mend a wrong soil moisture accounting procedure? -: art. no. W02011 [J].
Michel, C ;
Andréassian, V ;
Perrin, C .
WATER RESOURCES RESEARCH, 2005, 41 (02) :1-6
[32]  
Mohd M. I. Seeni, 2000, MALAYSIAN J REMOTE S, V1, P91
[33]   Initial Soil Water Content as Input to Field-Scale Infiltration and Surface Runoff Models [J].
Morbidelli, Renato ;
Corradini, Corrado ;
Saltalippi, Carla ;
Brocca, Luca .
WATER RESOURCES MANAGEMENT, 2012, 26 (07) :1793-1807
[34]   Development of a GIS interface for estimation of runoff from watersheds [J].
Patil, J. P. ;
Sarangi, A. ;
Singh, O. P. ;
Singh, A. K. ;
Ahmad, T. .
WATER RESOURCES MANAGEMENT, 2008, 22 (09) :1221-1239
[35]   RUNOFF CURVE NUMBER: HAS IT REACHED MATURITY? [J].
Ponce, Victor M. ;
Hawkins, Richard H. .
JOURNAL OF HYDROLOGIC ENGINEERING, 1996, 1 (01) :11-19
[36]  
RAGAN RM, 1980, J HYDR ENG DIV-ASCE, V106, P667
[37]  
Ramsay J., 2005, FUNCTIONAL DATA ANAL, VSecond
[38]  
SCS, 1986, 55 SCS USDA
[39]   Applications of AnnAGNPS model for soil loss estimation and nutrient loading for Malaysian conditions [J].
Shamshad, A. ;
Leow, C. S. ;
Ramlah, A. ;
Hussin, W. M. A. Wan ;
Sanusi, S. A. Mohd. .
INTERNATIONAL JOURNAL OF APPLIED EARTH OBSERVATION AND GEOINFORMATION, 2008, 10 (03) :239-252
[40]   GIS-based DRASTIC method for groundwater vulnerability assessment: a review [J].
Shirazi, S. M. ;
Imran, H. M. ;
Akib, Shatirah .
JOURNAL OF RISK RESEARCH, 2012, 15 (08) :991-1011