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Runoff Hydrographs Using Snyder and SCS Synthetic Unit Hydrograph Methods: A Case Study of Selected Rivers in South West Nigeria

Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This paper presents the development of runoff hydrographs for selected rivers in the Ogun-Osun river catchment, south west, Nigeria using Snyder and Soil Conservation Service (SCS) methods of synthetic unit hydrograph to determine the ordinates. The Soil Conservation Service (SCS) curve Number method was used to estimate the excess rainfall from storm of different return periods. The peak runoff hydrographs were determined by convoluting the unit hydrographs ordinates with the excess rainfall and the value of peak flows obtained by both Snyder and SCS methods observed to vary from one river watershed to the other. The peak runoff hydrograph flows obtained based on the unit hydrograph ordinate determined with Snyder method for 20-yr, 50-yr, 100-yr, 200-yr and 500-yr, return period varied from 112.63 m3/s and 13364.30 m3/s, while those based on the SCS method varied from 304.43 m3/s and 6466.84 m3/s for the eight watersheds. However, the percentage difference shows that for values of peak flows obtained with Snyder and SCS methods varies from 13.14% to 63.30%. However, SCS method is recommended to estimate the ordinate required for the development of peak runoff hydrograph in the river watersheds because it utilized additional morphometric parameters such as watershed slope and the curve number (CN) which is a function of the properties of the soil and vegetation cover of the watershed.
Rocznik
Strony
25--34
Opis fizyczny
Bibliogr. 15 poz., tab., rys.
Twórcy
autor
  • Department of Water Resources and Environmental Engineering, University of Ilorin, Ilorin
autor
  • Department of Water Resources and Environmental Engineering, University of Ilorin, Ilorin
  • Department of Civil and Environmental Engineering, Kwara State University, Malete, Nigeria
  • Department of Water Resources and Environmental Engineering, University of Ilorin, Ilorin
Bibliografia
  • 1. Arora K.R. 2004. Irrigation, water power and water Resources Engineering. Standard Publishers Distributions, 1705-B, NAI SARAK, Delhi, 79–106.
  • 2. Chow V.T., Maidment D.R. and Mays L.W. 1988. Applied Hydrology: McGraw – Hill Publishing company, New York.
  • 3. Jones B.S. 2006. Five – minute unit hydrographs for selected Texas Watersheds. M.Sc Thesis in Civil Engineering submitted to the Graduate Faculty of Texas Tech. University.
  • 4. Murray R.S and Larry J.S. 2000. Theory and Problems of Statistics. Third edition. Tata, McGraw- Hill Publishing Company Limited, New Delhi.
  • 5. Ogunlela A.O and Kasali. M.Y. 2002. Evaluation of four methods of storm hydrograph development for an ungaged watershed. Published in Nigerian Journal of Technological development. Faculty of engineering and Technology, University of Ilorin, Ilorin, Nigeria (2), 25–34.
  • 6. Olofintoye O.O, Sule B.F and Salami A.W. 2009. Best-fit Probability Distribution model for peak daily rainfall of selected Cities in Nigeria. New York Science Journal, 2(3).
  • 7. Ramirez J.A. 2000. Prediction and Modeling of Flood Hydrology and Hydraulics. Chapter 11 of Inland Flood Hazards: Human, Riparian and Aquatic Communities. Edited by Ellen Wohl; Cambridge University Press.
  • 8. Raghunath H.M. 2006. Hydrology: Principles, Analysis and Design. New Age International (P) Limited, Publishers, New Delhi. 2nd edition.
  • 9. Salami A.W. 2009. Evaluation of Methods of Storm Hydrograph Development. International Egyptian Engineering Mathematical Society IEEMS, Zagazig University Publications. International e-Journal of Egyptian Engineering Mathematics: Theory and Application (6), 17–28 (http://www.ieems.net/ iejemta.htm).
  • 10. SCS 2002. Soil Conservation Service. Design of Hydrograph. US Department of agriculture, Washington, DC.
  • 11. Varshney R.S. 1986 Engineering Hydrology. NEM Chand & Bros, Roorkee (U.P), India.
  • 12. Viessman W., Knapp J.W. and Lewis G.L. 1989. Introduction to Hydrology, Harper and Row Publishers, New York, 149–355.
  • 13. Wanielista M.P. 1990. Hydrology and Water Quantity Control. John Willey and Sons. Inc.
  • 14. Warren V., Terence E.H. and John W.K. 1972. Introduction to hydrology. Intext Educational Publishers, 2nd edition, New York, 106–141.
  • 15. Wilson E.M. 1990. Engineering Hydrology. Macmillan Press Ltd. 2nd edition Houndmills, Basingstoke, Hampshire and London, 172–180.
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-885e07c7-f2b2-4846-be9e-ab2c6f0f4193
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