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Nguyen, N.H. (author)The Lower Mekong River area is a zone with plenty of natural resources and it has the highest agricultural production in Vietnam. The river passes though six provinces in the Southern patt of Vietnam, with more than 16 million in habitants in total. However, serious riverbank erosion problems occur and there is no master plan or mitigation...report 2006
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- Stolker, C (author), Verheij, H.J. (author) report 2001
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- Verheij, H.J. (author) report 2000
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- Gent, M.R.A. van (author) report 1999
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Tomohiro, S. (author)When bank protection works are constructed along an eroding outer bank, it is often observed that the bed along the outer bank becomes substantially deeper, sometimes causing the failure of the bank protection works themselves. Despite our awareness of this deepening phenomenon, its causes and quantitative estimation is still a matter of...report 1996
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- Verheij, H.J. (author) report 1995
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- Douma, F.A. (author), Verheij, H.J. (author), Witteveen, M. (author) report 1995
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- Douma, F.A. (author), Witteveen, M. (author), Verheij, H.J. (author) report 1994
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- Douma, F.A. (author) report 1994
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- Verheij, H.J. (author), Huyskens, R.B.H. (author) report 1993
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Fukuoka, S. (author)Describes the process of bank erosion by currents and (ship) waves, investigations in prototype and model.report 1993
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- Verheij, H.J. (author), Groot, F. de (author), Coops, H. (author), Geilen, N. (author) report 1992
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- Knaap, F.C.M. van der (author), Regeling, H.J. (author), Wilkens, D.H. (author) report 1992
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- Wal, M. van der (author) report 1990
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- Klein Breteler, M. (author) report 1990
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- Wal, M. van der (author), Laboyrie, H. (author) report 1989
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- Wal, M. van der (author) report 1989
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- Laboyrie, J.H. (author), Verheij, H.J. (author) report 1988
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- Verheij, H.J. (author), Laboyrie, J.H. (author) report 1988
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Van der Knaap, F.C.M. (author), Klein Breteler, M. (author), De Groot, M.T. (author)Scheepsgolven en windgolven vormen de belangrijkste hydraulische belasting op oever- en/of dijkconstructies. Bij het ontwerp (of herstellen) van deze constructies dient te worden uitgegaan van het criterium dat elk onderdeel van de constructie (toplaag en onderliggende lagen) bestand is tegen de hydraulische belasting. Dit houdt in, dat per...report 1985
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