Exchange Processes between a River and Its Groyne Fields: Model Experiments

Author:

Uijttewaal W. S. J.123,Lehmann D.123,Mazijk A. van123

Affiliation:

1. Assoc. Prof., Delft Univ. of Technol., Facu. of Civ. Engrg. and Geosciences, Fluid Mech., Delft, The Netherlands. E-mail: W.Uijttewaal @citg.tudelft.nl

2. Student, Univ. of Karlsruhe, Inst. for Hydromechanics, Karlsruhe, Germany.

3. Assoc. Prof., Delft Univ. of Technol., Facu. of Civ. Engrg. and Geosciences, Hydrol. and Ecology Sect., Delft, The Netherlands.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference19 articles.

1. Altai W. and Chu V. H. ( 1997). “Retention time in a recirculating flow.” Proc. 27th I.A.H.R. Congr. Delft The Netherlands 9–14.

2. Computation of Shallow Recirculating Flow Dominated by Friction

3. 3D Numerical Simulation of Turbulent Shallow-Water Flow in Square Harbor

4. Booij R. ( 1989). “Exchange of mass in harbours.” Proc. 23rd I.A.H.R. Congr. Delft The Netherlands D69–D74.

5. Brinke W. B. M. ten Kruyt N. M. Kroon A. and Berg J. H. van den. ( 1999). “Erosion of sediments between groynes in the River Waal as a result of navigation traffic.” Int. Assn. Sediment Spec. Publ. 28 147–160.

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