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Liptiay, E.J.A. (author), Blom, A. (author), Sloff, C.J. (author)Over the past century, the main channel of the Waal has experienced erosion of approx-imately 1-2 metres (Ylla Arb´os et al., 2021; Chowdhury et al., 2023). This erosion leads to various problems such as instability of struc-tures or disruption to shipping. To address this ongoing degradation, a potential solution is the implementation of...abstract 2024
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Crosato, A. (author)River morphology can be described at different scales: at the basin scale we distinguish the river network; at the reach scale the planform, the slope and average features, such as the width and bankfull water depth; at the cross-section scale the transverse variations of river bed topography; and at smaller scales we observe bedforms and...abstract 2024
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- Barneveld, Hermjan (author), Hoitink, Ton (author), Mosselman, E. (author), Chavarrias, V. (author) abstract 2021
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Van Duivendijk, J. (author)Keynote lecture at the ICSE2006. Various types of scour can confront the engineer, who has to design and construct a hydraulic structure in a marine environment. The engineer is interested in the magnitude of the scour to be expected and its development in time. He hopes that such information, if at all available, is accurate and that he can...conference paper 2006
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Baptist, M.J. (author)Understanding the interactions between the ecosystem and the morphology of river floodplains, i.e. floodplain biogeomorphology, is becoming increasingly important in view of modern river management and climate change. There is a need for predictive models for the natural response of river floodplains to hydraulic measures and river...doctoral thesis 2005
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Van Vuren, B.G. (author)Modern river management has to reconcile a number of functions, such as protection against floods and provision of safe and efficient navigation, floodplain agriculture, ecology and recreation. Knowledge on uncertainty in fluvial processes is important to make this possible, to design effective river engineering works, for operational...doctoral thesis 2005
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De Vriend, H.J. (author)Making use of a mathematical model solving the complete NavierStokes equations for steady flow in coiled rectangular pipes, fully-developed laminar flow in shallow curved channels is analysed physically and mathematically. Transverse convection of momentum by the secondary flow is shown to cause important deformations of the main velocity...doctoral thesis 1981
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Crosato, A. (author)This thesis examines the morphological changes of non-tidal meandering rivers at the spatial scale of several meanders. With this purpose, a physics-based mathematical model, MIANDRAS, has been developed for the simulation of the medium-term to long-term evolution of meandering rivers. Application to several real rivers shows that MIANDRAS can...doctoral thesis 2008
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Riad, K. (author)It has long been observed that at most canal bifurcations the water diverted to the branch does not carry sediment in direct proportion to the rate of flow. Usually, the major part of sediment reaching a bifurcation is diverted into the small branches. This phenomenon has always bothered engineers responsible for the maintenance of irrigation...doctoral thesis 1961
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Le, T.B. (author)Rivers have been trained for centuries by series of transverse groynes. This generally results in damages to their ecosystems as well as in undesirable longterm morphological developments. We analyze here the possibility to train rivers in a new way by subdividing their channel in parallel channels with specific functions with longitudinal...doctoral thesis 2018
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Eekhout, J.P.C. (author), Hoitink, A.J.F. (author), Mosselman, E. (author)Alternate bars in rivers and streams develop as a result of differences in length scales involved in the adjustment of flow and sediment transport to irregularities of the bed. The amount of field evidence supporting theoretical insights is highly limited. Here, we present results from a large-scale field experiment in a 600 m long straight...journal article 2013
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Giri, Sanjay (author), Thompson, Angela (author), Donchyts, Gennady (author), Oberhagemann, Knut (author), Mosselman, E. (author), Alam, Jahagir (author)This paper presents a hydraulic and morphological analysis of the Lower Jamuna in Bangladesh with a focus on two key bifurcations that are important for stabilization of the Lower Jamuna reach. We used ground measurements, historical data, multispectral satellite images from various sources as well as numerical models. We carried out hydraulic...journal article 2021
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van Denderen, R. Pepijn (author), Schielen, R.M.J. (author), Straatsma, Menno W. (author), Kleinhans, Maarten G. (author), Hulscher, Suzanne J.M.H. (author)Side channels are commonly constructed to reduce the flood risk or to increase the ecological value of a river. Such artificial side channels generally aggrade. We categorize the development of side channels based on the sediment that is deposited in these channels. Based on this categorization, we determine the main mechanisms that affect their...journal article 2019
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De Vries, M. (author)Lecture notes sediment transport in rivers, formulas and numerical models.lecture notes 1976
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De Vries, M. (author)Lecture notes on river engineering and river morphology.lecture notes 1985
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- Yossef, M.F.M. (author), Mosselman, E. (author), Klis, H. van der. (author), Jagers, H.R.A. (author) report 2006
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- Jagers, H.R.A. (author) report 2005
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- Mosselman, E. (author), Barneveld, H.J. (author), Vriend, H.J. de (author) report 2001
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De Vries, M. (author)Rather than reporting on a specific topic of current research in the broad field of sediment transport and river morphology, the writer will give a general contemplation on the state of the art. This will not be a review in the usual sense. The alloted space would then be filled easily with references. References will only be made here if it...report 1977
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Olesen, K.W. (author)The paper presents a linear perturbation analysis of a horizontal two-dimensional mathematical model for the flow and bed topography in straight alluvial rivers with dominant bed-load. A sediment transport model including effects of transverse bed slope, secondary (helical) flow and secondary flow inertia is employed. The stability and the...report 1983