Hydrological Spatial Analysis of Wadi Alkuf Catchment Area, Cyrenaica, Northeastern Libya

Authors

  • Ammar A Ammar CEO BeidaGeoplan Company, Geomatics Engineering, Shahhat, Libya

DOI:

https://doi.org/10.54172/mjsc.v33i3.237

Keywords:

Wadi Alkuf, catchment area, morphometry, hydrologic, geospatia, drainage

Abstract

Morphometric analysis reveals that the Wadi Alkuf drainage, on the northern flank of Al Jabal Al Akhdar, Cyrenaica, northeastern Libya, is characterized by dendritic to sub-dendritic drainage pattern. The development of stream segments in the basin area is apparently affected by intermittent rainfall and geological structure control such as joints set, fractures and faults, as the general area is of limestone karstic character. The analysis reveals that the total number and total length of stream segments reach maximum of 6233 segments in first order streams but decrease to 620 segments in 6th order streams. The bifurcation ratio (Rb) between different successive orders varies between 0.7 in 6th order and 3.5 for third order passing through 2.43 in second order. A mean bifurcation ratio of 1.42 indicates a partial structural control. The stream frequency (Fs) value of 8.87 exhibits positive correlation with the drainage density value of 1.97, whereas the drainage density (Dd) indicates clearly that the region has permeable subsoil and relatively moderate vegetation cover. Calculated Circularity Ratio (Rc) of 0.215 and Elongation Ratio (Re) of 0.15 suggest that the drainage basin is typically elongated in shape, has a low discharge of runoff and relatively permeable subsoil condition. Form Factor (Rf) of 0.22, represents a flatter peak of flow for a longer duration. Flood flows of such elongated basins are easier to manage than of circular basins. It becomes evident that morphometric analysis would contribute to understanding of the dominant geo-hydrological characteristics and processing of watershed planning and management utilizing geospatial techniques based on GIS application and Digital Terrain Model (DTM) analysis.

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References

Andrson M.G, (1957). Hydrological Forecasting, a Wiley-interscience Publication, John Wiley and Sons Ltd.

Anketell, J.M., (1996). Structural history of Sirt basin and its relationship to the Sabratah basin and Cyrenaica platform, Nern Libya. In: M.J. Salem, M.T. Busrewil, A.A. Misallati& M.A. Sola (eds.), Geology of Sirt Basin, III,57-89. Elsevier, Amsterdam

Cannon J.P. (1976). Generation of explicit parameters for a quantitative geomorphic study of the Mill Creek Drainage Basin. Oklahoma Geology notes. 36(1), 13-17.

Chorley R. J. (1969). Introduction to physical hydrology. Methuen and Co. Ltd., Suffolk. 211.

Chorley, R. J., Donald-Malm E.G. and Pogorzelski H. A. (1957). A new standard for estimating drainage basin shape. American Journal of Science, 255(2),138-141. DOI: https://doi.org/10.2475/ajs.255.2.138

Christopher, O., Idowu A. O., and Olugbenga A. S. (2010). Hydrological analysis of Onitsha north east drainage basin using geoinformatic techniques. World Applied Sciences Journal, 11(10),1297-1302.

Eesterbrooks D (1969). Principles of geomorphology. McGraw-Hill Inc. New York.

ElHawat, A.S. and Abdulsamad, E.O., (2004). A field guide to the geology and archaeology of Cyrenaica. In: 32nd International Geological Congress, Florence, Italy, p 03-18.

Gardiner V (1975). Drainage Basin Morphometry British geomorphological research group technical Bulletin,14, 48-50

Gregory, K.J. and Walling, D.E. (1973) Drainage Basin. Form and Process: A Geomorphological Approach. Edward Arnold, London.

Horton, R. E. (1932). Drainage‐basin characteristics. Eos, Transactions American Geophysical Union 13(1),350-361. DOI: https://doi.org/10.1029/TR013i001p00350

Horton, R. E. (1940). An Approach Toward a Physical Interpretation of Infiltration-Capacity 1. Soil Science Society of America Journal 5(C),399-417. DOI: https://doi.org/10.2136/sssaj1941.036159950005000C0075x

Horton, R. E. (1945). Erosional development of streams and their drainage basins; hydrophysical approach to quantitative morphology. Geological Society of America 56,275-370. DOI: https://doi.org/10.1130/0016-7606(1945)56[275:EDOSAT]2.0.CO;2

Krishnamurthy, J., Srinivas G., Jayaraman V., and Chandrasekhar M. G. (1996). Influence of rock types and structures in the development of drainage networks in typical hardrock terrain.Interdenominational Theological Center (ITC) Journal, 3(4):252-259.

Leopold, L. B., Wolman, M. G., and Miller, J. P. (1964). “Fluvial processes in geomorphology,” Freeman, San Francisco, 522 p.

Melton, M. A. (1958). Correlation structure of morphometric properties of drainage systems and their controlling agents. The Journal of Geology, 66(4):442-460. DOI: https://doi.org/10.1086/626527

Miller, V.C. (1953). A quantitative geomorphic study of drainage basin characteristics in the clinch mountain area, Varginia and Tennessee.Geography Branch, Project New York.. Rep. 3, 589-042.

Moglen, G. E., Eltahir E. A., and Bras R. L. (1998). On the sensitivity of drainage density to climate change. Water Resources Research 34(4):855-862. DOI: https://doi.org/10.1029/97WR02709

Nag, S. (1998). Morphometric analysis using remote sensing techniques in the Chaka sub-basin, Purulia district, West Bengal. Journal of the Indian Society of Remote Sensing 26(1-2),69-76. DOI: https://doi.org/10.1007/BF03007341

Oguchi, T. (1997). Drainage density and relative relief in humid steep mountains with frequent slope failure. Earth Surface Processes and Landforms: The Journal of the British Geomorphological Group 22(2), 107-120. DOI: https://doi.org/10.1002/(SICI)1096-9837(199702)22:2<107::AID-ESP680>3.0.CO;2-U

Ozdemir, H., and Bird D. (2009). Evaluation of morphometric parameters of drainage networks derived from topographic maps and DEM in point of floods. Environmental Geology, 56(7),1405-1415. DOI: https://doi.org/10.1007/s00254-008-1235-y

Pakhmode, V., Kulkarni H., and Deolankar S. (2003). Hydrological-drainage analysis in watershed-programme planning: a case from the Deccan basalt, India. Hydrogeology Journal, 11(5), 595-604. DOI: https://doi.org/10.1007/s10040-003-0279-z

Reddy, G.P., O., Maji A., and Gajbhiye K. (2002). GIS for morphometric analysis of drainage basins. GIS lndia, 11(4),9-14.

Reddy, G. P. O., Maji A. K., and Gajbhiye K. S. (2004). Drainage morphometry and its influence on landform characteristics in a basaltic terrain, Central India–a remote sensing and GIS approach. International Journal of Applied Earth Observation and Geoinformation, 6(1),1-16. DOI: https://doi.org/10.1016/j.jag.2004.06.003

Röhlich, P.,( 1974). Geological map of Libya; 1:250,000 sheet, Al Bayda sheet NI34-15, explanatory booklet. Industrial Research Center,Tripoli, 70 pp

Röhlich P (1980) Tectonic development of Al Jabal al Akhdar. In: Salem MJ, Buserwil MT (eds) The geology of Libya, III, Academic, London, 923–931.

Schmid B. H. (1997).Critical rainfall duration for overland flow an infiltrating plane surface. Journal Of Hydrology, 193, 45-60. DOI: https://doi.org/10.1016/S0022-1694(96)03152-6

Schumm, S. A. (1956). Evolution of drainage systems and slopes in badlands at Perth Amboy, New Jersey. Geological society of America bulletin,67(5),597-646. DOI: https://doi.org/10.1130/0016-7606(1956)67[597:EODSAS]2.0.CO;2

Singh S (1998). Geomorphology. Prayag Pustak Bhawan, Allahabad,334-412.

Singh S, and Singh MC (1997). Morphometric analysis of Kanhar river basin. National Geographical Journal Of India, 43(1),31-43.

Singh, S. and Srivastva R. (1974): A morphometric study of the tributary basins of upper reaches of the Belan River, National Geography, 9, 31-44.

Smith, K.G., (1950). Standards for grading texture of erosional topography.American Journal of Science, 248, 655-668. DOI: https://doi.org/10.2475/ajs.248.9.655

Srinivasa Gowd, S, Sudheer, A.S., Srinivasulu, S, and Sreedevi, P.D. (1998) Remote Sensing Analysis to Delineate Groundwater Potential Zones of Peddavanka Watershed, Anantapur District, A.P. Geographical Review of India 60, 145-154

Strahler, A. N., (1950), Equilibrium theory of erosional slopes, approached by frequency distribution analysis: American Journal of Science, 248, 673-696. DOI: https://doi.org/10.2475/ajs.248.10.673

Strahler, A. N. (1957). Quantitative analysis of watershed geomorphology. Eos, TransactionsAmerican Geophysical Union 38(6),913-920. DOI: https://doi.org/10.1029/TR038i006p00913

Strahler, A. N., (1964). Quantitative geomorphology of drainage basins and channel networks. In Handbook of Applied Hydrology, McGraw-Hill, New York. pp 4-11

Vittala, S.S., Govindaiah, S., Gowda, H.H. (2004). Morphometric analysis of sub watersheds in the Pavagada area of Tumkar district, south India using remote sensing and GIS techniques, Journal of Indian Society of Remote Sensing. 32 (4), 351-361. DOI: https://doi.org/10.1007/BF03030860

Zavoiance I (1985). Morphometry of Drainage Basins. Developments in Water Science 20,104-105

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Published

2018-09-30

How to Cite

Ammar, A. A. . (2018). Hydrological Spatial Analysis of Wadi Alkuf Catchment Area, Cyrenaica, Northeastern Libya. Al-Mukhtar Journal of Sciences, 33(3), 197–210. https://doi.org/10.54172/mjsc.v33i3.237

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