Large-scale and small-scale effects in wave breaking interaction on vertical wall attached with large recurve parapet

Publikation: Beitrag in Fachzeitschrift › Konferenzaufsatz in Fachzeitschrift › Forschung › Peer-Review

Autoren

  • R. Ravindar
  • V. Sriram
  • S. Schimmels
  • D. Stagonas

Organisationseinheiten

Externe Organisationen

  • Indian Institute of Technology Madras (IITM)
  • University of Cyprus
Forschungs-netzwerk anzeigen

Details

OriginalspracheEnglisch
FachzeitschriftProceedings of the Coastal Engineering Conference
Jahrgang36
Ausgabenummer2020
PublikationsstatusVeröffentlicht - 31 Dez. 2020
Veranstaltung2020 Virtual International Conference on Coastal Engineering - Virtual, Online, Australien
Dauer: 6 Okt. 2020 → 9 Okt. 2020

Abstract

Two sets of experiments on the vertical wall attached with recurve parapets performed at 1:1 and 1:8 scale are compared to study the influence of scale, model and laboratory effects. The small-scale (1:8) experiment scaled to large-scale (1:1) using Froude scaling, and Cuomo et al. (2010) method are compared. Comparing both the methods for scaling impact pressure, Cuomo et al. (2010) predicts well in the impact zone, whereas Froude scaling is better in the up-rushing zone. In estimating integrated impact force, Froude scaling method over-estimates compared to Cuomo et al. (2010). Overall, Cuomo et al. (2010) work better for scaling up impact pressure and forces compared to Froude scaling method. These preliminary observations are based on one type of recurved parapets only.

ASJC Scopus Sachgebiete

Zitieren

Large-scale and small-scale effects in wave breaking interaction on vertical wall attached with large recurve parapet. / Ravindar, R.; Sriram, V.; Schimmels, S. et al.
in: Proceedings of the Coastal Engineering Conference, Jahrgang 36, Nr. 2020, 31.12.2020.

Publikation: Beitrag in Fachzeitschrift › Konferenzaufsatz in Fachzeitschrift › Forschung › Peer-Review

Ravindar, R, Sriram, V, Schimmels, S & Stagonas, D 2020, 'Large-scale and small-scale effects in wave breaking interaction on vertical wall attached with large recurve parapet', Proceedings of the Coastal Engineering Conference, Jg. 36, Nr. 2020. https://doi.org/10.9753/icce.v36v.papers.22
Ravindar, R., Sriram, V., Schimmels, S., & Stagonas, D. (2020). Large-scale and small-scale effects in wave breaking interaction on vertical wall attached with large recurve parapet. Proceedings of the Coastal Engineering Conference, 36(2020). https://doi.org/10.9753/icce.v36v.papers.22
Ravindar R, Sriram V, Schimmels S, Stagonas D. Large-scale and small-scale effects in wave breaking interaction on vertical wall attached with large recurve parapet. Proceedings of the Coastal Engineering Conference. 2020 Dez 31;36(2020). doi: 10.9753/icce.v36v.papers.22
Ravindar, R. ; Sriram, V. ; Schimmels, S. et al. / Large-scale and small-scale effects in wave breaking interaction on vertical wall attached with large recurve parapet. in: Proceedings of the Coastal Engineering Conference. 2020 ; Jahrgang 36, Nr. 2020.
Download
@article{f6ed04a05d2e4b60a5f5d697d81be2b5,
title = "Large-scale and small-scale effects in wave breaking interaction on vertical wall attached with large recurve parapet",
abstract = "Two sets of experiments on the vertical wall attached with recurve parapets performed at 1:1 and 1:8 scale are compared to study the influence of scale, model and laboratory effects. The small-scale (1:8) experiment scaled to large-scale (1:1) using Froude scaling, and Cuomo et al. (2010) method are compared. Comparing both the methods for scaling impact pressure, Cuomo et al. (2010) predicts well in the impact zone, whereas Froude scaling is better in the up-rushing zone. In estimating integrated impact force, Froude scaling method over-estimates compared to Cuomo et al. (2010). Overall, Cuomo et al. (2010) work better for scaling up impact pressure and forces compared to Froude scaling method. These preliminary observations are based on one type of recurved parapets only.",
keywords = "Large-scale, Recurve parapet, Scale effects, Wave impact",
author = "R. Ravindar and V. Sriram and S. Schimmels and D. Stagonas",
note = "Funding Information: This work was carried out under the funding of DST-SERB Project. The large scale studies are carried out on the scope of the project under the funding of HYDRALAB IV, contract number 261520. The first author would like to express his utmost gratitude to the German Academic Exchange Service (DAAD) for supporting him financially throughout his project work in Germany. ; 2020 Virtual International Conference on Coastal Engineering, vICCE 2020 ; Conference date: 06-10-2020 Through 09-10-2020",
year = "2020",
month = dec,
day = "31",
doi = "10.9753/icce.v36v.papers.22",
language = "English",
volume = "36",
number = "2020",

}

Download

TY - JOUR

T1 - Large-scale and small-scale effects in wave breaking interaction on vertical wall attached with large recurve parapet

AU - Ravindar, R.

AU - Sriram, V.

AU - Schimmels, S.

AU - Stagonas, D.

N1 - Funding Information: This work was carried out under the funding of DST-SERB Project. The large scale studies are carried out on the scope of the project under the funding of HYDRALAB IV, contract number 261520. The first author would like to express his utmost gratitude to the German Academic Exchange Service (DAAD) for supporting him financially throughout his project work in Germany.

PY - 2020/12/31

Y1 - 2020/12/31

N2 - Two sets of experiments on the vertical wall attached with recurve parapets performed at 1:1 and 1:8 scale are compared to study the influence of scale, model and laboratory effects. The small-scale (1:8) experiment scaled to large-scale (1:1) using Froude scaling, and Cuomo et al. (2010) method are compared. Comparing both the methods for scaling impact pressure, Cuomo et al. (2010) predicts well in the impact zone, whereas Froude scaling is better in the up-rushing zone. In estimating integrated impact force, Froude scaling method over-estimates compared to Cuomo et al. (2010). Overall, Cuomo et al. (2010) work better for scaling up impact pressure and forces compared to Froude scaling method. These preliminary observations are based on one type of recurved parapets only.

AB - Two sets of experiments on the vertical wall attached with recurve parapets performed at 1:1 and 1:8 scale are compared to study the influence of scale, model and laboratory effects. The small-scale (1:8) experiment scaled to large-scale (1:1) using Froude scaling, and Cuomo et al. (2010) method are compared. Comparing both the methods for scaling impact pressure, Cuomo et al. (2010) predicts well in the impact zone, whereas Froude scaling is better in the up-rushing zone. In estimating integrated impact force, Froude scaling method over-estimates compared to Cuomo et al. (2010). Overall, Cuomo et al. (2010) work better for scaling up impact pressure and forces compared to Froude scaling method. These preliminary observations are based on one type of recurved parapets only.

KW - Large-scale

KW - Recurve parapet

KW - Scale effects

KW - Wave impact

UR - http://www.scopus.com/inward/record.url?scp=85112309154&partnerID=8YFLogxK

U2 - 10.9753/icce.v36v.papers.22

DO - 10.9753/icce.v36v.papers.22

M3 - Conference article

AN - SCOPUS:85112309154

VL - 36

JO - Proceedings of the Coastal Engineering Conference

JF - Proceedings of the Coastal Engineering Conference

SN - 0161-3782

IS - 2020

T2 - 2020 Virtual International Conference on Coastal Engineering

Y2 - 6 October 2020 through 9 October 2020

ER -