- document
-
Lenders, Roger (author), van Maren, Bas (author), Mol, Jan-Willem (author)Kribvakmetingen Druten/Ochten juli 1996 tot april 1997. Onderzoek naar de sedimenthuishouding van een viertal kribvakken langs de Waal. Het onderzoek betreft een studie naar de hydrodynamische invloed van scheepvaart op de sedimenthuishouding en de invloed van eolisch zandtransport op de sedimenthuishouding in vier kribvakken langs de Waal. Het...report 1998
- document
- Wang, Z.B. (author) report 1997
- document
-
Ahmed, S. (author), Louters, T. (author)Residual Tidal Volume and Sediment Transport Patterns in the Lower Meghna Estuary During Premonsoon and Postmonsoon - An Analysis of Available LRP Data Collected During 1986-94.report 1997
- document
-
Laboyrie, H.P. (author), V/d Wollenberg, N.A.M. (author)In opdracht van Rijkswaterstaat directie IJsselmeergebied voert Rijkswaterstaat Dienst Weg- en Waterbouwkunde een beheer- en monitoringprogramma uit voor een tijdelijk baggerproevendepot in het Ketelmeer. Hierbij worden metingen uitgevoerd ten behoeve van correct beheer en monitoring conform de vergunningen. Ook worden er metingen verricht om...report 1996
- document
-
Anonymous, A. (author)CHAPTER 1: INTRODUCTION 1.1 The need for coastal defence 1.2 The need for coastal conservation 1.3 The need for environmental guidance CHAPTER 2: LEGAL AND ADMINISTRATIVE BACKGROUND 2.1 Coastal defence legislation and responsibilities 2.2 Environmental legislation and responsibilities 2.3 The Planning System 2.4 Environmental Assessment 2.5...report 1995
- document
-
De Kok, J.M. (author), Salden, R.M. (author), Rozendaal, I.D.M. (author)In dit rapport wordt een drie-dimensionaal numeriek-wiskundig model ter berekening van het transport van zwevende en opgeloste stoffen in de Nederlandse kustwateren beschreven. Het belang van de modellering van zwevend stof en slib in drie dimensies wordt uiteengezet. Het model is een belangrijke schakel in een meer omvattende...report 1995
- document
-
Janssen, C.M. (author)This literature review is part of the ongoing research on sand transport in oscillatory sheet-flow, as taking place at the coast during storms. Because sheet-flow corresponds to conditions of high shear stress, large amounts of sand are transported. Therefore it is an important part of the total sand transport (sheet-flow and suspended load)....report 1995
- document
-
Zhang, C.K. (author)Data analysis of Delta flume observations and calculationsThe objective of the present study is to analyse the measurement data of profiles and velocity moments, to derive the measured cross-shore sediment transport rates from the profile records and to compare the observed transport rates with the results from several existing prediction models...report 1994
- document
-
Zhang, C. (author)In the last decade, several mathematical models for cross-shore sediment transport have been developed under the assumption that the instantaneous sediment transport is directly related to the instantaneous horizontal velocity just above the boundary layer. Although some models took beach slopes into account, most of the calibrated data were...report 1994
- document
-
Voorendt, M. (author), Van de Graaf, J. (author)Results of sediment transport calculations are often necessary in solving practical coastal engineering problems. (Sediment transport due to waves and currents). Many transport formulae have been proposed in literature in the past. Selection of the proper one while solving a particular problem, is a difficult task for a coastal engineer. In...report 1994
- document
-
Atkins, R. (author), Ockenden, M.C. (author)This report describes the development of a self-contained system for making long-term field measurements of bed elevation changes and the associated near-bed hydrodynamics and cohesive sedimentary parameters in estuarine environments. These measurements are required to ensure the understanding of these parameters and their interaction with bed...report 1993
- document
- Rijn, L.C. van (author) report 1993
- document
- Eysink, W.D. (author) report 1993
- document
-
Sloff, C.J. (author)Derivations and analyses of basic equations for I-dimensional sediment-laden flow (concentrations up to about 10% of volume) on a mobile bed are presented . Equations of mass and momentum conservation have been derived by means of a control section as well as by depth integration. Therefore a three-layer approach has been used (i.e., bed layer,...report 1993
- document
-
Kranenburg, C. (author)An entrainment model for fluid mud is derived by integrating the equation for turbulent kinetic energy across the mixed layer and introducing some modelling assumptions. The resulting entrainment model is similar to models of mixed-layer deepening in lakes and reservoirs, but in addition accounts for the work needed to entrain bed material. Two...report 1993
- document
-
Kraus, N.C. (author)In this chapter we consider beach profile and cross-shore sediment transport processes commonly encountered in coastal engineering applications. Main emphasis is on beach profile change produced by direct wave action, and our assumption will be that longshore transport processes are constant along the profile. Present engineering knowledge of...report 1992
- document
- Ribberink, J.S. (author), Al-Salem, A.A. (author) report 1992
- document
-
Talmon, A.M. (author), De Graaff, J. (author)Bed-levelling experiments are conducted in a straight laboratory channel. The experiments involve a significant fraction of suspended sediment transport. The purpose of the experiments is to provide data for modelling of the direction of sediment transport on a transverse sloping alluvial river bed, specifically in presence of suspended sediment...report 1991
- document
- Ribberink, J.S. (author), Al-Salem, A.A. (author) report 1991
- document
-
Herbich, J.B. (author)Review of knowledge regarding scour near pipelines and other offshore structures.report 1991