New Physical Insights and Design Formulas on Wave Overtopping at Sloping and Vertical Structures

Meer, Jentsje van der; Bruce, Tom

doi:10.1061/(asce)ww.1943-5460.0000221

Cited by 94 publications

(87 citation statements)

References 7 publications

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“…(5) are given in Table 1. Van der Meer and Bruce (2014) proposed modifying the QVMJ formula to estimate overtopping on sloping structures in non-breaking conditions, valid in a wider range of application, Rc ≥ 0:…”

Section: Overtopping Formulasmentioning

confidence: 99%

Explicit Wave-Overtopping Formula for Mound Breakwaters with Crown Walls Using CLASH Neural Network–Derived Data

Molines

Medina

2016

J. Waterway, Port, Coastal, Ocean Eng.

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Based on the CLASH Neural Network (CLASH NN), a new 16-parameter overtopping estimator (Q6) is developed for conventional mound breakwaters with crown wall, both with and without toe berm. Q6 is built-up using the overtopping estimations given by the CLASH NN and checked using the CLASH database. Q6 is compared to other conventional overtopping formulas, and the Q6 obtained the lowest predicting errors. Q6 provides overtopping predictions similar to the CLASH NN for CMBW but using only six explanatory dimensionless variables (Rc/Hm0, Ir, Rc/h, Gc/Hm0, Ac/Rc and a toe berm variable based on Rc/h) and two reduction factors (γf and γβ).Q6 describes explicit relationships between input variables and overtopping discharge and hence it facilitates use in engineering design to identify cost-effective solutions and to quantify the influence of variations in wave and structural parameters.

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Section: Overtopping Formulasmentioning

confidence: 99%

Explicit Wave-Overtopping Formula for Mound Breakwaters with Crown Walls Using CLASH Neural Network–Derived Data

Molines

Medina

2016

J. Waterway, Port, Coastal, Ocean Eng.

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“…Haro armors which best fitted their tests using formulas given by Van der Meer and Janssen (1994) and Van der Meer and Bruce (2014). The former resulted in γf=0.57 and the latter in γf=0.63.…”

Section: Introductionmentioning

confidence: 99%

“…Van der Meer and Bruce (2014) pointed out that Eq. (4) gives almost the same overtopping discharge estimations as Eq.…”

Section: Selected Overtopping Formulasmentioning

confidence: 99%

“…2,C2=0.53,C3=3.27,C4=2.16,Irp = Tp/cotα[2πHm0/g] Recently, Van der Meer and Bruce (2014) proposed revising the QVMJ formula to describe overtopping on sloping structures with zero and positive freeboard in non-breaking conditions:…”

Section: Selected Overtopping Formulasmentioning

confidence: 99%

“…Van der Meer and Bruce (2014) proposed revising EurOtop (2007) formulas in order to account for low and zero crest freeboard (Rc/Hm0<0.5-1.00). In this revision, the roughness factors to be used in the new overtopping formula were not specified.…”

Section: Introductionmentioning

confidence: 99%

See 2 more Smart Citations

Calibration of overtopping roughness factors for concrete armor units in non-breaking conditions using the CLASH database

Molines

Medina

2015

Coastal Engineering

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Field Measurement of Wave Overtopping Frequency and Intensity at Sea Dike Using Shore-Based Video Images

Chi

Zhang

Cao

et al. 2021

Lecture Notes in Civil Engineering

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New Physical Insights and Design Formulas on Wave Overtopping at Sloping and Vertical Structures

Cited by 94 publications

References 7 publications

Explicit Wave-Overtopping Formula for Mound Breakwaters with Crown Walls Using CLASH Neural Network–Derived Data

Explicit Wave-Overtopping Formula for Mound Breakwaters with Crown Walls Using CLASH Neural Network–Derived Data

Calibration of overtopping roughness factors for concrete armor units in non-breaking conditions using the CLASH database

Field Measurement of Wave Overtopping Frequency and Intensity at Sea Dike Using Shore-Based Video Images

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