Search Results - "Warmink, Jord J."

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  1. 1

    Uncertainty quantification of flood mitigation predictions and implications for interventions by Berends, Koen D, Straatsma, Menno W, Warmink, Jord J, Hulscher, Suzanne J. M. H

    Published in Natural hazards and earth system sciences (13-08-2019)
    “…Reduction of water levels during river floods is key in preventing damage and loss of life. Computer models are used to design ways to achieve this and assist…”
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    Journal Article
  2. 2

    The Cross-Dike Failure Probability by Wave Overtopping over Grass-Covered and Damaged Dikes by van Bergeijk, Vera M., Verdonk, Vincent A., Warmink, Jord J., Hulscher, Suzanne J. M. H.

    Published in Water (Basel) (01-03-2021)
    “…A probabilistic framework is developed to calculate the cross-dike failure probability by overtopping waves on grass-covered dikes. The cross-dike failure…”
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    Journal Article
  3. 3

    Human interventions in a bifurcating river system: Numerical investigation and uncertainty assessment by Gensen, Matthijs R. A., Warmink, Jord J., Huthoff, Fredrik, Hulscher, Suzanne J. M. H.

    Published in Journal of flood risk management (01-03-2022)
    “…In bifurcating rivers, an intervention aimed at flood risk reduction may trigger a change in discharge distribution and thus influence water levels throughout…”
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    Journal Article
  4. 4

    Feedback Mechanism in Bifurcating River Systems: the Effect on Water-Level Sensitivity by Gensen, Matthijs R.A., Warmink, Jord J., Huthoff, Fredrik, Hulscher, Suzanne J.M.H.

    Published in Water (Basel) (01-07-2020)
    “…Accurate and reliable estimates of water levels are essential to assess flood risk in river systems. In current practice, uncertainties involved and the…”
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    Journal Article
  5. 5

    Hydrodynamic Modelling of Wave Overtopping over a Block-Covered Flood Defence by Barendse, Luuk, van Bergeijk, Vera M., Chen, Weiqiu, Warmink, Jord J., Mughal, Aroen, Hill, Dorian, Hulscher, Suzanne J. M. H.

    Published in Journal of marine science and engineering (01-01-2022)
    “…Wave overtopping can cause erosion on the landward slope due to high flow velocities and turbulence that cause high stresses on the cover. Innovative block…”
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    Journal Article
  6. 6

    Resilient Flood Defenses by Hulscher, Suzanne J.M.H., Warmink, Jord J., Borsje, Bas W.

    “…Flood risk in deltaic regions is increasing due to a combination of more economic activities and an increase in flooding probability [...]…”
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    Journal Article
  7. 7

    Experimental Study on the Influence of Berms and Roughness on Wave Overtopping at Rock-Armoured Dikes by Chen, Weiqiu, Marconi, Alberto, van Gent, Marcel R. A., Warmink, Jord J., Hulscher, Suzanne J. M. H.

    Published in Journal of marine science and engineering (01-06-2020)
    “…The average overtopping discharge is an important parameter for the design and reinforcement of dikes. Rock armour on the waterside slopes and berms of dikes…”
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    Journal Article
  8. 8

    Multidecadal Analysis of an Engineered River System Reveals Challenges for Model-Based Design of Human Interventions by Berends, Koen D., Gensen, Matthijs R. A., Warmink, Jord J., Hulscher, Suzanne J. M. H.

    Published in CivilEng (01-09-2021)
    “…Hydraulic models were used in practice to predict the effect of human intervention during extreme conditions. However, the accuracy of such predictions remains…”
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    Journal Article
  9. 9

    Failure of Grass Covered Flood Defences with Roads on Top Due to Wave Overtopping: A Probabilistic Assessment Method by Aguilar-López, Juan, Warmink, Jord, Bomers, Anouk, Schielen, Ralph, Hulscher, Suzanne

    Published in Journal of marine science and engineering (01-09-2018)
    “…Hard structures, i.e., roads, are commonly found over flood defences, such as dikes, in order to ensure access and connectivity between flood protected areas…”
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    Journal Article
  10. 10

    An analytical model of wave overtopping flow velocities on dike crests and landward slopes by van Bergeijk, Vera M., Warmink, Jord J., van Gent, Marcel R.A., Hulscher, Suzanne J.M.H.

    Published in Coastal engineering (Amsterdam) (01-07-2019)
    “…An accurate description of the maximum flow velocity across flood-protective structures is necessary in order to determine the stability of the landward slope…”
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    Journal Article
  11. 11

    Modelling erosion development during wave overtopping of an asphalt road covered dike by Bomers, Anouk, Aguilar, Juan P., Warmink, Jord J., Hulscher, Suzanne J.M.H.

    Published in E3S Web of Conferences (01-01-2016)
    “…Wave overtopping initiates erosion of dikes, thereby compromising the safety against flooding. Structures integrated in a grass covered dike may decrease the…”
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    Journal Article Conference Proceeding
  12. 12

    Uncertainty analysis of risk-based flood safety standards in the Netherlands through a scenario-based approach by Westerhof, Sam G., Booij, Martijn J., Van den Berg, Marcel C. J., Huting, Ric J. M., Warmink, Jord J.

    “…Flood risk quantification is a complex process involving a chain of models. The approach contains many uncertainties which accumulate in the calculated flood…”
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    Journal Article
  13. 13

    Modelling the Wave Overtopping Flow over the Crest and the Landward Slope of Grass-Covered Flood Defences by van Bergeijk, Vera M., Warmink, Jord J., Hulscher, Suzanne J. M. H.

    Published in Journal of marine science and engineering (01-07-2020)
    “…The wave overtopping flow can exert high hydraulic loads on the grass cover of dikes leading to failure of the cover layer on the crest and the landward slope…”
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    Journal Article
  14. 14

    Identification and Quantification of Uncertainties in a Hydrodynamic River Model Using Expert Opinions by Warmink, Jord J, Van der Klis, Hanneke, Booij, Martijn J, Hulscher, Suzanne J. M. H

    Published in Water resources management (2011)
    “…Hydrodynamic river models are applied to design and evaluate measures for purposes such as safety against flooding. The modelling of river processes involves…”
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    Journal Article
  15. 15

    Understanding river dune splitting through flume experiments and analysis of a dune evolution model by Warmink, Jord J., Dohmen-Janssen, C. Marjolein, Lansink, Joost, Naqshband, Suleyman, van Duin, Olav J. M., Paarlberg, Andries J., Termes, Paul, Hulscher, Suzanne J. M. H.

    Published in Earth surface processes and landforms (01-07-2014)
    “…ABSTRACT Forecasts of water level during river floods require accurate predictions of the evolution of river dune dimensions, because the hydraulic roughness…”
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    Journal Article
  16. 16

    Discharge and location dependency of calibrated main channel roughness: Case study on the River Waal by Domhof, Boyan C.A., Berends, Koen D., Spruyt, Aukje, Warmink, Jord J., Hulscher, Suzanne J.M.H.

    Published in E3S web of conferences (01-01-2018)
    “…To accurately predict water levels, river models require an appropriate description of the hydraulic roughness. The bed roughness increases as river dunes grow…”
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    Journal Article
  17. 17

    The wave overtopping load on landward slopes of grass-covered flood defences: Deriving practical formulations using a numerical model by van Bergeijk, Vera M., Warmink, Jord J., Hulscher, Suzanne J.M.H.

    Published in Coastal engineering (Amsterdam) (01-01-2022)
    “…Overtopping waves exert a high hydraulic load on the landward slopes of flood defences leading to erosion of the grass cover and finally to a dike breach. The…”
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    Journal Article
  18. 18

    Increasing the water level accuracy in hydraulic river simulation by adapting mesh level elevation by Khorsandi Kuhanestani, Parisa, Bomers, Anouk, Booij, Martijn J., Warmink, Jord J., Hulscher, Suzanne J.M.H.

    “…2D hydraulic models are one of the tools to simulate water levels for effective river management. Mesh resolution in 2D models directly impacts the…”
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    Journal Article
  19. 19

    The effects of transitions in cover type and height on the wave overtopping load on grass-covered flood defences by van Bergeijk, Vera M., Warmink, Jord J., Hulscher, Suzanne J.M.H.

    Published in Applied ocean research (01-08-2022)
    “…Grass cover erosion by overtopping waves is one of the main failure mechanisms of grass-covered flood defences. Observations have shown that grass cover…”
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    Journal Article
  20. 20

    Stream-scale flow experiment reveals large influence of understory growth on vegetation roughness by Berends, Koen D., Ji, Un, Penning, W.E. (Ellis), Warmink, Jord J., Kang, Joongu, Hulscher, Suzanne J.M.H.

    Published in Advances in water resources (01-09-2020)
    “…•A full-scale flow experiment using realistic vegetation field conditions is presented.•The flow resistance of vegetation patches was computed using inverse…”
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    Journal Article