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- Jongeling, T.H.G. (author) report 2005
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Van der Meer, J. (author)Overzicht met foto's van verschillende typen dijkbekledingen met daarbij de ruwheidsfactoren die gebruikt kunnen worden bij het berekenen van golfoploop en golfoverslagreport 2002
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- Asselman, N.E.M. (author) report 2001
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- Stolker, C. (author), Verheij, H.J. (author) report 2000
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- Boot, G. (author) report 1998
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- Pedroli, G.B.M. (author), Duel, H. (author), Vonk, M. (author) report 1998
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- Laguzzi, M.M. (author) report 1996
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Coon, W.F. (author)Water-surface profiles were recorded and Manning's roughness coefficients computed for a range of discharges at 21 sites on unregulated streams in New York State, excluding Long Island. All sites are at or near U.S. Geological Survey streamflowgaging stations at which stage-to-discharge relations are relatively stable and overbank flow is absent...report 1995
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- Wouters, J. (author), Maijers, A. (author), Luth, H.R. (author), Waal, J.P. de (author) report 1994
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- Boogaard, H.F.P. van den (author), Uittenbogaard, R.E. (author), Gerritsen, H. (author) report 1991
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- Grijsen, J.G. (author), Ogink, H.J.M. (author) report 1986
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Noback, R. (author)In this report various methods to describe a landing gear with nonlinear properties and excitated by random runway unevenness during taxying have been investigated. The results of calculations have been compared to measured results from an analog computer simulation. The mean behaviour, standard deviations and power spectra, can be described...report 1984
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- Rigter, B.P. (author) report 1971
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- report 1971
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Battjes, J.A. (author)A semi-empirical study l~as made of the attenuation of water waves in a rectangular channel, the side walls of which had been provided with regularly spaced roughness strips. Such strips were found to be highly effective wave dampers. A dimensionless resistance coefficient could be deduced from the attenuation data; this coefficient was mainly a...report 1965
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- report 1963
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Aspden, J.A.T. (author), Wainer, I.J. (author), Wells, D.R. (author), Zwamborn, J.A. (author)Tests have been done in a laboratory flume, to evaluate the influence of vertical rods of 3 mm dia on the hydraulic and sedimentological characteristics of the flow. The first two tests have been done with some 10 cm waterdepth. In both tests the s ame flow rate and sediment transport was used, the only difference between the tests being the...report 1962