Delft University of Technology
Case Study: Millingen aan de Rijn
Wave overtopping experiment for levee with road
Aguilar Lopez, Juan
Publication date
2017
Document Version
Final published version
Published in
Integral Design of Multifunctional Flood Defenses
Citation (APA)
Aguilar Lopez, J. (2017). Case Study: Millingen aan de Rijn: Wave overtopping experiment for levee with
road. In B. Kothuis, & M. Kok (Eds.), Integral Design of Multifunctional Flood Defenses: Multidisciplinary
Approaches and Examples (pp. 40-41). Delft University Publishers.
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Distance [m] 1.5 2 2.5 3 3.5 4 4.5 5 Depth[m] 0 0.05 0.1 0.15 0.2 0.25 0.3
Grass cover thickness Scour depth qm=20 l/s/m Scour depth qm=50 l/s/m Scour depth q m=75 l/s/m Scour depth qm=100 l/s/m Distance [m] 1.5 2 2.5 3 3.5 4 4.5 5 Height [m ] 4.6 4.8 5 5.2 5.4 5.6 5.8 15 23 31 12
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