Rainfall-runoff simulation using a normalized antecedent precipitation index

被引:46
作者
Ali, Shakir [1 ]
Ghosh, N. C. [2 ]
Singh, Ranvir [3 ]
机构
[1] Cent Soil & Water Conservat Res & Training Inst, Res Ctr, Kota 324002, Rajasthan, India
[2] Natl Inst Hydrol, Roorkee 247667, UA, India
[3] Indian Inst Technol, Dept Hydrol, Roorkee 247667, UA, India
来源
HYDROLOGICAL SCIENCES JOURNAL-JOURNAL DES SCIENCES HYDROLOGIQUES | 2010年 / 55卷 / 02期
关键词
runoff model; normalized antecedent precipitation index; SCS-CN model; semi-arid area; MODEL;
D O I
10.1080/02626660903546175
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
The normalized antecedent precipitation index (NAPI) model by Heggen for the prediction of runoff yield is analytically derived from the water balance equation. Heggen's model has been simplified further to a rational form and its performance verified with the Soil Conservation Service Curve Number (SCS-CN) model. The simplified model has three coefficients specific to a watershed, and requires two inputs: rainfall and the derived parameter, NAPI. The characteristic behaviour of the NAPI has resonance with the curve number (CN) of the SCS model. The proposed NAPI model was applied to three watersheds in the semi-arid region of India to simulate runoff yield. The model showed improved correlation between the observed and predicted runoff data compared to the SCS-CN model. The F test and paired t test also confirmed the reliability of the model with significance levels of 0.01 and 0.001%, respectively. The proposed model could be used successfully for rainfall-runoff modelling in a watershed.
引用
收藏
页码:266 / 274
页数:9
相关论文
共 23 条
[1]  
DAWSON CW, 2007, GEOPHYS RES ABSTRACT, V9
[2]   Evaluation of an antecedent precipitation index to model runoff yield in the western Sierra Madre (North-west Mexico) [J].
Descroix, L ;
Nouvelot, JF ;
Vauclin, M .
JOURNAL OF HYDROLOGY, 2002, 263 (1-4) :114-130
[3]  
Garg S. K, 1987, HYDROLOGY WATER RESO
[4]   Normalized antecedent precipitation index [J].
Heggen, RJ .
JOURNAL OF HYDROLOGIC ENGINEERING, 2001, 6 (05) :377-381
[5]  
JONES LE, 1971, J HYDRAUL DIV ASCE, V97, P665
[6]  
KOEHLER MA, 1951, 34 US DEP COMM WASH
[7]   Evaluating the use of "goodness-of-fit" measures in hydrologic and hydroclimatic model validation [J].
Legates, DR ;
McCabe, GJ .
WATER RESOURCES RESEARCH, 1999, 35 (01) :233-241
[8]  
Lewis D, 2000, J SOIL WATER CONSERV, V55, P226
[9]   AN ALGORITHM FOR LEAST-SQUARES ESTIMATION OF NONLINEAR PARAMETERS [J].
MARQUARDT, DW .
JOURNAL OF THE SOCIETY FOR INDUSTRIAL AND APPLIED MATHEMATICS, 1963, 11 (02) :431-441
[10]   Estimation of hydraulic diffusivity in stream-aquifer system [J].
Mishra, GC ;
Jain, SK .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1999, 125 (02) :74-81