DERIVATION OF EQUATIONS TO PREDICT SHEAR STRESS AND EROSION RATE OF GULLY EROSION SITE IN OGUN STATE, SOUTH WESTERN, NIGERIA

Authors

  • O S AWOKOLA

DOI:

https://doi.org/10.51406/jnset.v10i1.1359

Keywords:

Erosion, Shear-Stress, Discharge, Coefficient of determination, 3rd degree polynomial, Power equation

Abstract

The serious effects of erosion constitute a real environmental challenge that should not be underestimated. This study investigated the functional relationships of shear stress, discharge, channel characteristics and erosion rate estimation models. The length, depth and width of the channel were measured and other hydraulic parameters were derived from the measurements. The shear stress Ï„ is taken as the important factor measuring the power of the flow to discharge the sediment. Simple regression analysis was applied to the three computed values of shear stress, Ï„, discharge Q and erosion rate E according to their functional relationships. The predicted values were subjected to scatter plot and various trend lines and equations were obtained. The results of this study indicate that there was an explanatory independent variable for discharge in predicting shear stress with a coefficient of determination r2=85% and also the results of erosion rate prediction of r2 of 97% and 99% respectively. The equations established for shear stress and erosion rate prediction are power and 3rd degree polynomial equation that can be useful and essential to the development of sound sediment management plans and formulation of policies.

References

Awokola, O. S., Martins, O. 1996. Use of Hydraulic Parameter in Estimation of Erosion Rate. A case Study of Ogburu Gully, Ilaro, Ogun State. Nigerian Society of Engineers, Technical Transactions, 31(4): 76-79.

Awokola, O.S. 2002. Assessment of Gully Erosion From Coastal Plain Sands of Ogburu, Ilaro, Ogun State. Global Journal of Environmental Sciences, 1(1): 2002: 27-34.

Habersack, H. M., Schober, S. 2005 The sediment budget of an alpine catchment in a scaling context. Sediment Budgets 2 (Proceedings of symposium held during the Seventh IAHS Scientific Assembly at Foz do Iguaacu, Brazil, April 2005). IAHS Publ. 292: 37-47.


Hashlot, B. 2003. Method for estimation of the delivery of sediments and solutes from Greenland to the ocean. Erosion Prediction in Ungauged Basins: Integrating Methods and Techniques ( Proceedings of symposium HS01) IAHS Publ., 279: 84-92.

Henderson, F.M. 1966 Open Channel Flow. Macmillan Publishing Co., Inc. pp 446

Jones, H.A. Hockey R.D. 1964. The Geology of Part of South-Western Nigeria.
Federal Government of Nigeria, pp., 72-75.

Kinori, B.Z. 1970 Manual of Surface Drainage Engineering. Elsevier Publishing Company. pp 74

Mikos, M., Jost, D., Petkovsek, G. 2006. Rainfall and runoff erosivity in the alpine climate of north Slovenia: a comparison of different estimation. Hydrological Sciences, 51(1): 115-126.

Papanicolaou, N.A., Elhakim, M. 2007 Fluvial erosion of cohesive river banks in
Proceedings of 32nd IAHR Congress, July 1-6, 2007, Venice, Italy (on digital media, CD).

Walling, D.E., Collins, A.L., Sichingabula. H.M., Leeks, G.J.L. 2003. Use of
reconnaissance measurements to establish catchment sediment budgets: a Zambian example. IAHS Publ. 279: 77-89+.

Yang, S.Q., Lee, J.W. 2007 Reynolds shear stress distributions in a gradually varied flow in a roughened channel, Journal of hydraulic research, 45(4): 462-471.

Yang, S.Q., McCorquodale, J.A. 2004 Determination of boundary shear stress and
Reynolds shear stress in smooth rectangular channel flows, Journal of hydraulic engineering, 130(5): 458-462.

Yan, S.Q., Yu, J.X., Wang, Y.Z. 2004 Estimation of diffusion coefficients, lateral shear stress, and velocity in open channels with complex geometry., Water Resources Research, 40(5): W05202: 207-217.

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Published

2015-07-07

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