Details
| Originalsprache | Englisch |
|---|---|
| Seiten (von - bis) | 713-719 |
| Seitenumfang | 7 |
| Fachzeitschrift | Procedia Engineering |
| Jahrgang | 116 |
| Ausgabenummer | 1 |
| Publikationsstatus | Veröffentlicht - 3 Sept. 2015 |
| Veranstaltung | 5th International Conference on Asian and Pacific Coasts, APAC 2009 - Singapore, Singapur Dauer: 13 Okt. 2009 → 16 Okt. 2009 |
Abstract
Submerged breakwaters are gaining more popularity as a potential coastal protection structure resulting in moderate wave transmission with significant wave energy dissipation. Submerged breakwaters are mainly adopted to prevent erosion and to dissipate the incident wave energy. In addition, the premature wave breaking facilitates the wave surfing activities by proper designing of submerged breakwater. In the present study, the experiments are conducted on submerged breakwaters in a two dimensional wave flume to investigate the influence of stepped and smooth front slope of the submerged breakwater, its height and width in reducing wave energy. A total number of eighteen sets of experiments has been conducted for three different breakwater heights (31cm, 28cm and 26cm) and three different breakwater widths (10cm, 20cm and 30cm) with stepped and smooth front slope of breakwater. The submerged breakwater models are subjected to regular waves of four different wave heights and five different wave periods in a constant water depth of 31cm, to determine wave transmissions characteristics. The influence of relative breakwater width, relative depth of submergence of the breakwater and roughness of breakwater front slope on wave transmission are analyzed and discussed in this paper.
Schlagwörter
- Relative breakwater width, Relative depth of submergence of breakwater, Submerged breakwaters, Transmission, Wave energy dissipation, Coastal engineering, Energy dissipation, Floating breakwaters, Shore protection, Transmissions, Water waves, Wave energy conversion, Wave propagation, Wave transmission, Breakwater height, Coastal protection, Experimental investigations, Incident wave energy, Submerged breakwater, Two-dimensional waves, Breakwaters
ASJC Scopus Sachgebiete
Zitieren
- Standard
- Harvard
- Apa
- Vancouver
- BibTex
- RIS
in: Procedia Engineering, Jahrgang 116, Nr. 1, 03.09.2015, S. 713-719.
Publikation: Beitrag in Fachzeitschrift › Konferenzaufsatz in Fachzeitschrift › Forschung › Peer-Review
}
TY - JOUR
T1 - Experimental investigations on wave transmission at submerged breakwater with smooth and stepped slopes
AU - Lokesha,
AU - Kerpen, N. B.
AU - Sannasiraj, S. A.
AU - Sundar, V.
AU - Schlurmann, T.
N1 - Cited By :10 Export Date: 1 February 2021
PY - 2015/9/3
Y1 - 2015/9/3
N2 - Submerged breakwaters are gaining more popularity as a potential coastal protection structure resulting in moderate wave transmission with significant wave energy dissipation. Submerged breakwaters are mainly adopted to prevent erosion and to dissipate the incident wave energy. In addition, the premature wave breaking facilitates the wave surfing activities by proper designing of submerged breakwater. In the present study, the experiments are conducted on submerged breakwaters in a two dimensional wave flume to investigate the influence of stepped and smooth front slope of the submerged breakwater, its height and width in reducing wave energy. A total number of eighteen sets of experiments has been conducted for three different breakwater heights (31cm, 28cm and 26cm) and three different breakwater widths (10cm, 20cm and 30cm) with stepped and smooth front slope of breakwater. The submerged breakwater models are subjected to regular waves of four different wave heights and five different wave periods in a constant water depth of 31cm, to determine wave transmissions characteristics. The influence of relative breakwater width, relative depth of submergence of the breakwater and roughness of breakwater front slope on wave transmission are analyzed and discussed in this paper.
AB - Submerged breakwaters are gaining more popularity as a potential coastal protection structure resulting in moderate wave transmission with significant wave energy dissipation. Submerged breakwaters are mainly adopted to prevent erosion and to dissipate the incident wave energy. In addition, the premature wave breaking facilitates the wave surfing activities by proper designing of submerged breakwater. In the present study, the experiments are conducted on submerged breakwaters in a two dimensional wave flume to investigate the influence of stepped and smooth front slope of the submerged breakwater, its height and width in reducing wave energy. A total number of eighteen sets of experiments has been conducted for three different breakwater heights (31cm, 28cm and 26cm) and three different breakwater widths (10cm, 20cm and 30cm) with stepped and smooth front slope of breakwater. The submerged breakwater models are subjected to regular waves of four different wave heights and five different wave periods in a constant water depth of 31cm, to determine wave transmissions characteristics. The influence of relative breakwater width, relative depth of submergence of the breakwater and roughness of breakwater front slope on wave transmission are analyzed and discussed in this paper.
KW - Relative breakwater width
KW - Relative depth of submergence of breakwater
KW - Submerged breakwaters
KW - Transmission
KW - Wave energy dissipation
KW - Coastal engineering
KW - Energy dissipation
KW - Floating breakwaters
KW - Shore protection
KW - Transmissions
KW - Water waves
KW - Wave energy conversion
KW - Wave propagation
KW - Wave transmission
KW - Breakwater height
KW - Coastal protection
KW - Experimental investigations
KW - Incident wave energy
KW - Submerged breakwater
KW - Two-dimensional waves
KW - Breakwaters
UR - http://www.scopus.com/inward/record.url?scp=84941248000&partnerID=8YFLogxK
U2 - 10.1016/j.proeng.2015.08.356
DO - 10.1016/j.proeng.2015.08.356
M3 - Conference article
AN - SCOPUS:84941248000
VL - 116
SP - 713
EP - 719
JO - Procedia Engineering
JF - Procedia Engineering
SN - 1877-7058
IS - 1
T2 - 5th International Conference on Asian and Pacific Coasts, APAC 2009
Y2 - 13 October 2009 through 16 October 2009
ER -