Searched for: faculty%3A%22Civil%255C+Engineering%255C+and%255C+Geosciences%22
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Noordhoek, C. (author), Wardenier, J. (author), Dutta, D. (author)
report 1980
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Fernández, M.L. (author), Carlson, W.O. (author)
Actual offshore developments (steel platforms and subsea completions in up to 1025 ft. of water), the world energy situation, and continued increase in proven and probable oil and gas reserves in deep water suggest a boom in construction of submarine pipelines in over 600 ft. water depth. Human accomplishments frequently have been developed out...
report 1980
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Stolle, P. (author)
report 1980
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Kolkman, P.A. (author)
Wijzevan vullen en ledigen van de schutkolk in relatie tot de sluisconstructie. Toelaatbare troskrachten. Het debietprogramma bijvullen en ledigen. Troskrachten bijvullen en ledigen. Diverse verschijnselendie door de traagheid van het water in de riolen geïnduceerd worden. Middelen om de schuttijdte verkorten. Invloed dichtheidsverschillen....
lecture notes 1980
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Munter, H. (author)
report 1980
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de Winter, P.E.J.M. (author)
report 1980
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Kluwen, H. (author)
report 1980
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van Delft, D.R.V. (author)
report 1980
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Zoetemeijer, P. (author)
report 1980
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Doornbos, L.M. (author)
report 1980
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Dutta, D. (author), Wardenier, J. (author), Noordhoek, C. (author)
report 1980
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Wardenier, J. (author), de Koning, C.H.M. (author)
report 1980
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Doornbos, L.M. (author)
report 1980
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Kranenburg, C. (author)
A number of qualitative properties of a first-order gradient transport model for turbulent density-stratified flow is analyzed. The dynamical stability of a statically stable shear flow is considered to re-examine certain arguments found in the literature which are in favour of the possibility of instability. Real flows seem to be stable in the...
report 1980
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Ribberink, J.S. (author)
In Chapter I a derivation of the equations and an extension of the mathematical model will be carried out. The sediment-mixture is separated in a number of fractions - each with a representative grain size - and the equations describing the sediment-movement are split up for every fraction separately. In order to get some insight in the new...
report 1980
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Kalkwijk, J.P.T. (author), De Vriend, H.J. (author)
The mathematical model presented describes the flow in rivers of which: i the depth is small compared with the width, ii the width is small compared with the radius of curvature, iii the horizontal length scale of the bottom variations is of the order of magnitude of the width. Within these limits, the channel alignment can be arbitrary and it...
report 1980
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Kolstein, M. H. (author)
report 1980
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Mihashi, H. (author), Wittmann, F.H. (author)
Although any reliability analysis depends on the entering load and resistance distribution functions, the actual materials behaviour has been neglected in many reliability assessments. Strength of concrete is widely scattered because of the heterogeneity of this composite material. So far no generally accepted theory to describe the stochastic...
journal article 1980
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Stuip, J. (author)
lecture notes 1980
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Hartog, J. (author)
report 1980
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