Evaluation of the Hydrologic Soil Group (HSG) with the Procedure SCS Curve Number

Author(s):  
Devis Bartolini ◽  
Lorenzo Borselli
2021 ◽  
Author(s):  
Alemu Beyene Woldesenbet ◽  
Sebsebe Demisew Wudmatas ◽  
Mekuria Argaw Denboba ◽  
Azage Gebreyohannes Gebremariam

Abstract Background Enset-Based land use system (EBLUS) exhibits good carbon stock and infiltration rate equivalent to forest covered areas, which enhances infiltration and water holding capacity and it can reduce the curve number (CN) of the watersheds but it was not considered in former studies. Therefore, this study is planned to model the hydrologic soil group (HSG) based CN matrix of EBLUS relative to other LUSs with established hydrological characteristics in the Meki river watershed. The soil data is used to determine the HSG of the watershed collected from Ministry of Water, Irrigation and Energy (MOWIE) and verified by Harmonized World Soil Database (HWSD). A Model is developed for CN of EBLUS relative to other LUSs (Alemu’s formula). The model considers both infiltration rate measured using Amozi-meter and carbon stoke of soil weighed as 85% and 15% respectively. HEC-GEO-HMS model is used to consider the CN of EBLUS as a separate LUS to verify the developed CN matrix model to generate CN of the sub-watersheds. Result The field measurement results show that an infiltration rate of 12.9675,11.1875,10.375,7.065 and 12.8125mm hr -1 for Natural Forest, Grassland and plantation, cultivated, built-up and EBLUS respectively. The model is: and the resulting CN matrix of EBLUS is 39,51.5,58.3 and 61.6 for HSG of A,B,C and D respectively. Conclusion Significant reduction in mean CN of the watershed that shows the role of EBLUS in managing the water resources and flood is high. Therefore, escalating EBLUS will reduce the CN of the watershed which reduces runoff volume in the watershed and it ensures the sustainability of Lake Ziway by reducing sedimentation.


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

Author(s):  
D. Frangky B. Welkis ◽  
Ferry Moun ◽  
Iki Lobo ◽  
Denik Sri Krisnayanti

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

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