Searched for: subject%3A%22levee%22
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Steendam, G.J. (author), Hoffmans, G. (author), Bakker, J. (author), Van der Meer, J.W. (author), Frissel, J. (author), Paulissen, M. (author), Verheij, H.J. (author)
Overview of overtopping with focus on river dikes. Realtin with sod density.
report 2012
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Van der Meer, J.W. (author), Hardeman, B. (author), Steendam, G.J. (author), Schüttrumpf, H. (author), Verheij, H.J. (author)
Wave overtopping discharges at coastal structures are well described in the EurOtop Manual (2007), including the distribution of overtopping wave volumes. Each volume that overtops a dike or levee will have a certain flow velocity and depth record in time, often given by the maximum velocity and flow depth. This paper describes some further...
conference paper 2011
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Hughes, S.A. (author)
This report is a compilation of facts and information that summarizes the present state of knowledge related to wave attack on the flood side of earthen levees. Particular emphasis was placed on the need for providing flood-side armoring (beyond the protection afforded by grass) for the New Orleans Hurricane & Storm Damage Risk Reduction System ...
report 2010
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Aalberts, M.L. (author)
After Hurricane Katrina the Bring New Orleans Back committee advised to use the Gentilly Ridge to split the Orleans Metro Bowl into compartments in order to reduce the consequences of a flood. The Gentilly Ridge is a natural sand elevation (ridge) of approximately 0,50 1,00 meter NAVD88 in the OMB landscape. The objective of this thesis is to...
master thesis 2008
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Vuren, S. van (author), Verheij, H.J. (author), Crebas, J.I. (author)
report 2008
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Ammerlaan, P.R.M. (author)
After Katrina flooded New Orleans, California was identified as the next area where such a major disaster could happen. Situated between the Sierra Nevada and coastal mountain ranges Californias Central Valley is characterized by its flatness and dominated by agriculture as well as large cities as Sacramento. The Sacramento River and San Joaquin...
master thesis 2007
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Van Velzen, E. (author), Beyer, D. (author), Berger, H. (author), Geerse, C. (author), Schelfhout, H. (author)
Het Technisch Rapport Ontwerpbelastingen voor het rivierengebied is een hulpmiddel bij het vaststellen van de belastingen waarmee rekening dient te worden gehouden in een technisch ontwerp van een waterkering of rivierverruiming. De kern wordt gevormd door de hydraulische belastingen maar er is ook aandacht voor belastingen die niet direct door...
report 2007
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Bijlsma, E. (author), Rolvink, A. (author), Veenendaal, D. (author), Van de Waal, R.J. (author)
First the demands and the boundary conditions are set for the complete protection system; after that the protection system will be split in the three subsections (primary: peripheral levees, secondary: canal levees and watermanagement and tertiary: structural integrety housing). For each of these protection systems an analysis will be made; this...
student report 2006
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Van der Meer, J.W. . (author)
Richtlijnen voor het berekenen van golfoploop en golfoverslag over dijken en andere constructies met een talud. Effect van de berm, ondiep voorland en het breken van golven.
report 2002
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report 2002
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Nonhebel, F. (author), De Wit, M. (author)
master thesis 2000
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Verhagen, H.J. (author)
Lecture note for the course on flood protection, dikes and other water retaining structures at Unesco-IHE in Delft.
report 1998
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Schiereck, G.J. (author)
English translation of "grondslagen voor waterkeringen". This guideline offers an overview of the design backgrounds of dikes and levees. It describes the system that leads to the need for water defences and the systems whose function it is to retain water or which are related to it and why this function is allocated. Attention is paid to the...
report 1998
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Anonymus, A. (author)
Design guideline for earth structures (especially water retaining earth structures) like dikes and embankments.
report 1998
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Verheij, H.J. (author), Kruse, G.A.M. (author), Niemeijer, J.H. (author), Sprangers, J.T.C.M. (author), De Smidt, J.T. (author), Wondergem, P.J.M. (author)
Old dikes are usually still constructed entirely from clay and since 1953 many much heavier dikes have been made from a core of sand with a covering. This construction puts heavier requirements on the covering, as it also does for grassland on a clay layer. These and other developments have led to the need for more insight into the strength of...
report 1997
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Verheij, H.J. (author), Kruse, G.A. (author), Niemeyer, J.H. (author), Sprangers, J.T.C.M. (author)
report 1997
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Venmaas, A.A.M. (author)
In dit rapport wordt een tweetal methoden beschreven om de werkelijk aanwezige sterkte van een dijk beter te benaderen. De beschreven methoden hebben betrekking op: 1 het verhogen van de berekende stabiliteitsfactor op grond van voorkennis omtrent de aantoonbaar opgetreden hoogste (historische) waterstand; 2 voorspelling vooraf van de mogelijke...
report 1996
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Anonymus, A. (author)
The current report is a Technical Report in which the results of various studies are brought together and placed in some sort of logical context. The aim of the report is to give insight into the properties of clay that are important for dike construction and to give direction to an unequivocal evaluation of clay. Based on the functions to be...
report 1996
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Verheij, H.J. (author), Meijer, D.G. (author), Kruse, G.A.M. (author), Smith, G.M. (author), Vesseur, M. (author)
report 1995
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Calle, E.O.F. (author), Weijers, J.B. (author)
Concept rekenregel voor piping bij rivierdijken.
report 1994
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