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GIS–Based Runoff Estimation in Atbara Area, Sudan
Current Issue
Volume 2, 2015
Issue 6 (December)
Pages: 103-107   |   Vol. 2, No. 6, December 2015   |   Follow on         
Paper in PDF Downloads: 34   Since Oct. 14, 2015 Views: 1785   Since Oct. 14, 2015
Authors
[1]
Khalda Y. Ibrahim, Remote sensing and Seismology Authority, National Center for Research, Khartoum, Sudan.
[2]
Insaf S. Babiker, Department of Geology, Faculty of science, University of Khartoum, Khartoum, Sudan.
[3]
Abd Alhafiz G. El Mula, Department of Geology, Faculty of science, University of Khartoum, Khartoum, Sudan.
[4]
Abu Elela A. Mohamed, National Institute of Astronomy and Geophysics, Cairo, Egypt.
Abstract
Runoff is one of the most significant hydrological properties that are used in many national works, for optimum design of reservoirs and for flood forecasting. The main objective of this study was to estimate surface runoff in Atbara area, North Sudan, using GIS. The curve number (CN) method of the soil conservation service (SCS) was employed. GIS was used to generate the hydrologic soil map and the land used/land cover map which were then intersected in order to generate CN value map. Runoff was then evaluated for the whole area using rainfall data according to the SCS - CN method. The CN values ranged between 0 and 100.The results has shown that maximum runoff values are encountered in the river Nile and river Atbara channels and in the southeastern part of the study area associated with the soil group (D) and it’s hydrological properties. This paper clearly illustrates that the combination of GIS with Soil Conservation Service-Curve number technique can be applied to generate the curve number map and runoff map for hydrological investigations and water resources management.
Keywords
Atbara, Hydro Soil, Land Use, SCS-CN Method, Curve Number, Runoff
Reference
[1]
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Aldoma, A. and Mohamed. M. Y. (2014). Simulation of rain fall runoff process for Khartoum state (Sudan) using remote sensing and Geographic information system. International journal of water resources and environmental engineering 2014.pp 99-105.
[3]
Amutha, R. and Porchelvan. P. (2009).Estimation of surface runoff in Malattar sub-watershed using SCS-CN method. Journal of the Indian Society of Remote Senses.37:291-304.
[4]
Arab Authority for Agricultural Investment and Development (2006): Groundwater resources study. Atbara Fodder Project Hydromaster In. Interim report.
[5]
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[7]
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[8]
Ebrahimian, M. and Abdul Malek, I. (2009). Application of Natural Resources Conservation Service Curve Number Method for Runoff Estimation with GIS in the Kardeh Watershed, Iran, European Journal of Scientific Research, 34 (4), pp. 575-590.
[9]
Mohammed, T. (1982).Evaluation of ground water resources in Tokar Delta, Sudan. Hydrological sciences journal 1982 pp.139-145.
[10]
Soil Conservation Service. (1986). Urban Hydrology for Small Watersheds, second edition, Technical Release 55. U.S Department of Agriculture. www.wcc.nrcs.usda. gov/hydro/hydro-tools-models-tr55.html.
[11]
Zhan, X. and Huang, M. (2004). Arc CN – runoff: an ArcGIS tool for generating curve number and runoff maps, Environmental Modeling and software, 19(10), pp 875-879.
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