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

Author(s):  
Arun Bagi ◽  
Aijaz Ahmad Zende ◽  
Md Umar Farooque Patel ◽  
Praveen Biradar ◽  
N. S. Inamdar
2007 ◽  
Vol 21 (21) ◽  
pp. 2872-2881 ◽  
Author(s):  
R. K. Sahu ◽  
S. K. Mishra ◽  
T. I. Eldho ◽  
M. K. Jain

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

2021 ◽  
pp. 512
Author(s):  
ميسون بركات حسين الزغول ◽  
يسرى عبدالكريم الحسبان

2001 ◽  
Vol 44 (6) ◽  
Author(s):  
Y. Yuan ◽  
J. K. Mitchell ◽  
M. C. Hirschi ◽  
R. A. C. Cooke

2016 ◽  
Vol 19 (2) ◽  
pp. 67-78
Author(s):  
Viet Van Luong

Thi Tinh Basin is one of fastest developing area. The urbanization is cause of land use change, which leading the reducing of abtraction and increating of the precipitation excess. The increase of precipitation excess due to urbanization will influence on the urban drainage systems. The purpose of this paper is study of the effect of urbanization on the precipitation excess in Thi Tinh Basin, from 1989 to 2014 and masterplan to 2020. The Method used for these study is SCS Curve Number Loss Model, with landuse data were performed from Landsat Images. The study results show a remarkable increase in the precipitation excess. From 1989 to 2014, precipitation excess was increased 12,9% on the Thi Tinh Basin. On the masterplan to 2020, the accumulated precipitation excess is rather high, for the 180 minutes design hyetograph with period of 10 years repeated, it is from 66,3mm to 94,9mm on the Basin.


IARJSET ◽  
2017 ◽  
Vol 4 (7) ◽  
pp. 34-38
Author(s):  
P ANIL KUMAR ◽  
Dr VISWANADH GK

2019 ◽  
Vol 4 (4) ◽  
pp. 102-107 ◽  
Author(s):  
Vaishnavi Kiran Patil ◽  
Vidya R. Saraf ◽  
Omkesh V. Karad ◽  
Swapnil B. Ghodke ◽  
Dnyanesvar Gore ◽  
...  

The Hydrologic Engineering Centers Hydrologic Modeling System (HEC-HMS) is a popularly used watershed model to simulate rainfall- runoff process. Hydrological modeling is a commonly used tool to estimate the basin’s hydrological response due to precipitation. It allows to predict the hydrologic response to various watershed management practices and to have a better understanding of the impacts of these practices. It is evident from the extensive review of the literature that the studies on comparative assessment of watershed models for hydrologic simulations are very much limited in developing countries including India. In this study, modified SCS Curve Number method is applied to determine loss model as a major component in rainfall-runoff modeling. The study of HEC-HMS model is used to simulate rainfallrunoff process in Nashik region (Upper Godavari basin), Maharashtra. To compute runoff volume, peak runoff rate, and flow routing methods SCS curve number, SCS unit hydrograph, Exponential recession and Muskingum routing methods are chosen, respectively. The results of the present study indicate that HEC-HMS tool applied to watershed proved to be useful in achieving the various objectives. The study confirmed a significant increase in runoff as a result of urbanization. It is a powerful tool for flood forecasting  Index


2004 ◽  
Vol 18 (15) ◽  
pp. 2757-2771 ◽  
Author(s):  
Steve W. Lyon ◽  
M. Todd Walter ◽  
Pierre Gérard-Marchant ◽  
Tammo S. Steenhuis

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