Technical Papers
Dec 8, 2017

Experimental Investigation of the Hydro-Morphodynamic Performances of a Geocontainer Submerged Reef

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 144, Issue 2

Abstract

This work reports on an experimental investigation focused on the hydro-morphodynamic response of a submerged reef made of geotextile sand containers (GSCs). Reflection and transmission across the barrier were evaluated focusing on the effects of (1) placement of the GSC, (2) filling sand, and (3) saturation of the structure. Moreover, the hydraulic stability of the GSC reef and the scour at the offshore toe were analyzed and compared with other literature studies. Results showed that a stability curve separates the stable condition from the incipient motion. The scour follows the time evolution of traditional structures, but its maximum value is deeper than that shown at the toe of a rubble-mound structure.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

B. Cammaroto is acknowledged for carrying out some of the laboratory tests. Financial support was provided by PRIN 2012 project “Hydro-morphodynamics modeling of coastal processes for engineering purposes,” and by Eurolink SCpA. The two anonymous reviewers are strongly acknowledged for their valuable comments.

References

Allsop, N. W. H., and Channel, A. (1989). “Wave reflection in harbours: Reflection performance of rock armoured slopes in random waves.” OD Rep. 102,Hydraulic Research,Wallingford, Oxfordshire, U.K.
Boccotti, P. (2000). Wave mechanics for ocean engineering,Elsevier,Amsterdam, Netherlands.
Bouws, E., Gunther, H., Rosenthal, W., and Vincent, C. L. (1986). “Similarity of the wind wave spectrum in finite depth water.” J. Geophys. Res.,90(C1), 975–986.
CIRIA, CUR, and CETMEF. (2007). The rock manual. The use of rock in hydraulic engineering, 2nd Ed.,CIRIA,London, C683.
D’Angremond, K., Van Der Meer, J. W., and De Jong, R. J. (1996). “Wave transmission at low-crested structures.” Proc., 25th Int. Coastal Engineering Conf.,ASCE, Reston, VA.
Dassanayake, D. T., and Oumeraci, H. (2012). “Engineering properties of geotextile sand containers and their effect on hydraulic stability and damage development of low-crested/submerged structures.” Int. J. Ocean Clim. Syst.,3(3), 135–150.
Faraci, C., Scandura, P., and Foti, E. (2014). “Bottom profile evolution of a perched nourished beach.” J. Waterway, Port, Coastal, Ocean Eng., 04014021.
Faraci, C., Scandura, P., and Foti, E. (2015). “Reflection of sea waves by combined caissons.” J. Waterway, Port, Coastal, Ocean Eng.,141(2), 04014036.
Gonzalez, M., Medina, R., and Losada, M. A. (1999). “Equilibrium beach profile model for perched beaches.” Coastal Eng.,36, 343–357.
Hornsey, W. P., Carley, J. T., Coghlan, I. R., and Cox, R. J. (2011). “Geotextile sand container shoreline protection systems: Design and application.” Geotext. Geomembr.,29(4), 425–439.
Hudson, R. Y., et al. (1979). “Coastal hydraulic models.” Special Rep. 5,U.S. Army Engineer Waterways Experiment Station,Vicksburg, MS.
Hughes, S. (1993). Physical models and laboratory techniques in coastal engineering, Vol.7,World Scientific,Singapore.
Liu, Y., and Faraci, C. (2014). “Analysis of orthogonal wave reflection by a caisson with open front chamber filled with sloping rubble mound.” Coastal Eng.,91, 151–163.
Losada, I. J., Silva, R., and Losada, M. A. (1996). “Interaction of non-breaking directional random waves with submerged breakwaters.” Coastal Eng.,28(1–4), 249–266.
Mansard, E. P. D., and Funke, E. R. (1980). “The measurement of incident and reflected spectra using a least squares method.” Proc., 17th Int. Conf. on Coastal Engineering,ASCE,Reston, VA.
Méndez, F. J., Losada, I. J., Dalrymple, R. A., and Losada, M. A. (1998). “Effects of wave reflection and dissipation on wave-induced second order magnitudes.” Proc., 26th Int. Conf. on Coastal Engineering,ASCE,Reston, VA.
Oumeraci, H., Hinz, M., Bleck, M., and Kortenhaus, A. (2003). “Sand-filled geotextile containers for shore protection.” Proc., Coastal Structures 2003,ASCE,Reston, VA.
Oumeraci, H., and Kortenhaus, A. (2011). “Core made of geotextile sand containers for rubble mound breakwaters and seawalls: Effect on armour stability and hydraulic performance.” Ocean Eng.,38(1), 159–170.
Pilarczyk, K. W. (2000). Geosynthetics and geosystems in hydraulic and coastal engineering,A.A. Balkema,Rotterdam, Netherlands.
Recio, J., and Oumeraci, H. (2007). “Effect of deformations on the hydraulic stability of coastal structures made of geotextile sand containers.” Geotext. Geomembr.,25(4–5), 278–292.
Recio, J., and Oumeraci, H. (2008). “Hydraulic permeability of structures made of geotextile sand containers: Laboratory tests and conceptual model.” Geotext. Geomembr.,26(6), 473–487.
Robin, A. C. (2004). “Paper bag problem. Mathematics today.” Bull. Inst. Math. Appl.,40, 104–107.
Sierra, J. P., et al. (2011). “Wave reflection, transmission and spectral changes at permeable low crested structures.” J. Coastal Res.,SI64, 593–597.
Sumer, B. M., et al. (2005). “Local scour at roundhead and along the trunk of low crested structures.” Coastal Eng.,52(10–11), 995–1025.
Sumer, B. M and Fredsøe, J. (2000). “Experimental study of 2D scour and its protection at a rubble-mound breakwater.” Coastal Eng.,40(1), 59–87.
van der Meer, J. W. (1988). “Rock slopes and gravel beaches under wave attack.” Ph.D. thesis,Delft Univ. of Technology,Delft, Netherlands.
van der Meer, J. W., Briganti, R., Zanuttigh, B., and Wang, B. (2005). “Wave transmission and reflection at low-crested structures: Design formulae, oblique wave attack and spectral change.” Coastal Eng.,52(10–11), 915–929.

Information & Authors

Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 144Issue 2March 2018

History

Received: Apr 13, 2017
Accepted: Sep 8, 2017
Published online: Dec 8, 2017
Published in print: Mar 1, 2018
Discussion open until: May 8, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Carla Faraci, Ph.D. [email protected]
Associate Professor, Dept. of Engineering, Univ. of Messina, C.da di Dio, 98166 S. Agata, Messina, Italy. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share