Hydrological Analysis of Sediment Transport in a Turbulent Flow

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The sustainable development in an estuarine environment, aquatics health and environmental management requires explicit knowledge on the three-dimensional mean flow field and the resulting turbulence. The mean-flow field and the turbulence in an oval tank developed by the hydraulics and hydrology department of Vrije Universiteit Brussels were explicitly studied. First, a limited series of experiments were conducted in the laboratory to test the feasibility of the project. Further improvement on the settings is contemplated for higher precision and accuracy. Two sets of field data taken from Lippenbroek and Kruibeke were analysed. The Lippenbroek field data were taken at both summer and winter period. The bulk settling velocity in this study ranges between 1.4 4.8 m/s which is in full agreement of other studies on Scheldt estuary. The two extremes values were obtained from Lippenbroek and the highest value obtained during winter. The higher discharge during winter at Lippenbroek increase the bulk settling velocity thrice more than the value recorded in summer.

Autorentext

Olaniyan Olatunji Sunday lectures in Civil Engineering Department LAUTECH Ogbomoso. He has a Master's degree in Civil Engineering (University of Ibadan) and Master of Science in Engineering Geology (VUB, Belgium). He is married to Rosemary and blessed with Israel. Currently a doctoral student in the area of Hydraulics and Environmental Engineering.

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Weitere Informationen

  • Allgemeine Informationen
    • Sprache Englisch
    • Gewicht 268g
    • Untertitel Sediment Transport in an Eshiary
    • Autor Olaniyan Olatunji Sunday
    • Titel Hydrological Analysis of Sediment Transport in a Turbulent Flow
    • Veröffentlichung 23.01.2012
    • ISBN 3847345036
    • Format Kartonierter Einband
    • EAN 9783847345039
    • Jahr 2012
    • Größe H220mm x B150mm x T11mm
    • Herausgeber LAP LAMBERT Academic Publishing
    • Anzahl Seiten 168
    • Auflage Aufl.
    • GTIN 09783847345039

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