scholarly journals Green-Ampt infiltration model parameter determination using SCS curve number (CN) and soil texture class, and application to the SCS runoff model

2001 ◽  
Author(s):  
Elena Viktorovna Brevnova
Keyword(s):  
Soil Texture ◽  
Curve Number ◽  
Parameter Determination ◽  
Model Parameter ◽  
Infiltration Model ◽  
Scs Curve Number ◽  
Runoff Model ◽  
Texture Class

scholarly journals A combined rainfall infiltration model based on Green-Ampt and SCS-curve number

2014 ◽  
Vol 29 (11) ◽  
pp. 2628-2634 ◽  
Author(s):  
Jun Li ◽  
Zhonggen Wang ◽  
Changming Liu
Keyword(s):  
Curve Number ◽  
Rainfall Infiltration ◽  
Infiltration Model ◽  
Scs Curve Number ◽  
Model Based

Estimation of Runoff in GIS using SCS Curve Number for Muddehalla Watershed

2020 ◽  
Author(s):  
Arun Bagi ◽  
Aijaz Ahmad Zende ◽  
Md Umar Farooque Patel ◽  
Praveen Biradar ◽  
N. S. Inamdar
Keyword(s):  
Curve Number ◽  
Scs Curve Number

An advanced soil moisture accounting procedure for SCS curve number method

2007 ◽  
Vol 21 (21) ◽  
pp. 2872-2881 ◽  
Author(s):  
R. K. Sahu ◽  
S. K. Mishra ◽  
T. I. Eldho ◽  
M. K. Jain
Keyword(s):  
Soil Moisture ◽  
Curve Number ◽  
Soil Moisture Accounting ◽  
Scs Curve Number ◽  
Curve Number Method ◽  
Accounting Procedure

Discussion of “Infiltration Formula Based on SCS Curve Number”

1978 ◽  
Vol 104 (4) ◽  
pp. 462-464
Author(s):  
Roger E. Smith ◽  
Kenneth G. Eggert
Keyword(s):  
Curve Number ◽  
Scs Curve Number

scholarly journals Application of a continuous Rainfall-Runoff model to the basin of Kosynthos river using the hydrological software HEC-HMS

2014 ◽  
Vol 16 (1) ◽  
pp. 188-203 ◽  
Keyword(s):  
Soil Conservation ◽  
Curve Number ◽  
Hydrologic Model ◽  
Army Corps ◽  
Soil Conservation Service ◽  
Rainfall Runoff ◽  
Runoff Hydrograph ◽  
Rainfall Runoff Model ◽  
Runoff Model ◽  
Continuous Rainfall

<div> <h1 style="text-align: justify;"><span style="font-size:11px;"><span style="font-family:arial,helvetica,sans-serif;">In this paper, the application of a continuous rainfall-runoff model to the basin of Kosynthos River (district of Xanthi, Thrace, northeastern Greece), as well as the comparison of the computational runoff results with field discharge measurements are presented. The rainfall losses are estimated by the widely known Soil Conservation Service-Curve Number model, while the transformation of rainfall excess into direct runoff hydrograph is made by using the dimensionless unit hydrograph of Soil Conservation Service. The baseflow is computed by applying an exponential recession model. The routing of the total runoff hydrograph from the outlet of a sub-basin to the outlet of the whole basin is achieved by the Muskingum-Cunge model. The application of this complex hydrologic model was elaborated with the HEC-HMS 3.5 Hydrologic Modeling System of the U.S. Army Corps of Engineers. The results of the comparison between computed and measured discharge values are very satisfactory.</span></span></h1> </div> <p>&nbsp;</p>

Estimation Of Runoff By Applying SCS Curve Number Method In A Complex Arid Area:, Wadi Al-Mujib Watershed Study Case

2021 ◽  
pp. 512
Author(s):  
ميسون بركات حسين الزغول ◽  
يسرى عبدالكريم الحسبان
Keyword(s):  
Curve Number ◽  
Arid Area ◽  
Scs Curve Number ◽  
Curve Number Method ◽  
Study Case
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