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Coastal Erosion and Engineering Solutions along Visakhapatnam Coastline East Coast of India

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Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Utilizing the primary field data collected concerning bathymetry, topography, and ocean parameters, a numerical simulation analysis (DELFT-3D) was conducted. A comparison between the numerical model of outcomes and the existing field data suggests a reasonable alignment regarding hydrodynamic factors. Several mitigation strategies were tested during the simulation study, taking into account their effectiveness, cost-efficiency, durability, and ease of installation. After careful consideration, the ‘perched beach’ concept has been selected as the most suitable options. This mitigation measure consists of three key elements. Creation of a perched beach stretch of desired width along Ramakrishna Beach Road was carried out by sand nourishment. This nourishment can be sourced from Catamaran Beach Bund, where the required quantity of sand is presently available and is likely to be replenished naturally during NE monsoon. The transport of sand from catamaran beach to RK beach stretch can be done by a land-based pipeline. Installation of a 2 km long ‘Sill’ is required to retain the nourished sand from sliding into steep slopes in surf-zone. This shall be a geo-synthetic tube filled with sand to act as retaining structure up to 2 m depth. This operation is season-independent as the sill can be installed from land-based pumping of slurry. Installation of 2 km long submerged artificial reef to reduce the wave energy incident on the beach will aid in beach building process over the seasons. This shall be made up of artificial concrete blocks like tetrapod laid over a width of 12 m and a height of 2 along 3 m depth contour and smaller in shallow waters.
Słowa kluczowe
Twórcy
  • Department of Civil Engineering, College of Engineering, Andhra University, Visakhapatnam 530003, India
  • Department of Civil Engineering, College of Engineering, Andhra University, Visakhapatnam 530003, India
  • National Institute of Ocean Technology, Chennai, India
Bibliografia
  • 1. Almaghraby, M.M., Kansoh, R.M., Iskander, M.M. 2022. Hydrodynamic assessment of artificial shell blocks for coastal protection. 266. https://doi.org/10.1016/j.oceaneng.2022.112743
  • 2. Allsop, N.W.H., 1983. Low-Crest Breakwater, Studies in Random Waves. Proc.of ‘Coastal Structures 83’, Arlington, Virginia.
  • 3. Ahrens, J.P. 1987. Characteristics of Reef Breakwaters, Technical Report, U.S. Army Corps of Engineers, Waterways Experiment Station, Vicksburg, MS.
  • 4. Beji, S., Battjes, J.A. 1993. Experimental investigation of wave propagation over a bar. Coastal Engineering. https://doi.org/10.1016/0378-3839(93)90022-Z
  • 5. Bremner, W.D., Foster, C.W., Miller-Wallace B.C. 1980. The Design Concept of Dual Breakwaters and its Application to Townsville, Australia, Proc. of the 17th Coastal Engineering Conference, 2, Sydney, Australia. https://doi.org/10.9753/icce.v17.115
  • 6. Briganti, R., van der Meer, J.W., Buccino, M., Calabrese, M. 2003. Wave transmission behind low crested structures. In: Proc.of Coastal Structures, Portland, Oregon. https://doi.org/:10.1061/40733(147)48
  • 7. Black, K., Mead, S., 2001. Design of the gold coast reef for surfing, beach amenity and coastal protection: surfing aspects. Journal of Coastal Research.
  • 8. Bleck, M., Oumeraci H., 2002. Hydraulic Performance of Artificial Reefs: Global and Local Description, Proceedings of 28th Int. Conf. on Coastal Engineering, Cardiff, UK. https://doi.org/10.1142/9789812791306_0150
  • 9. Buccino, M., Calabrese, M., 2007. Conceptual approach for the prediction of wave transmission at low crested breakwaters. Journal of Water way Port, Coast Ocean Engineering. https://doi.org/10.1061/ASCE0733-950X2007133:3213
  • 10. Calabrese, M., D. Vicinanza M. Buccino, 2003, Low-crested and Submerged Breakwaters in Presence of Broken Waves, Hydro Lab II Towards a Balanced Methodology in European Hydraulic Research.
  • 11. Angremond, K., Van der Meer J.W., and de Jong, R.J. 1996. Wave Transmission at Low-crested Structures, Proc. of 25th Int. Conf. on Coastal Engineering, Orlando, Florida. https://doi.org/10.9753/icce.v25.%p
  • 12. Daemen, I.F.R. 1991. Wave Transmission at Low-Crested Structures, M.Sc. Thesis Delft University of Technology, Delft Hydraulics Report.
  • 13. Goda, T., Suzuki Y. 1976. Estimation of Incident and Reflected Waves in Random Wave Experiments. https://doi.org/10.1061/9780872620834.04
  • 14. Gravesen, H., Jensen, O.J., Sorensen, T. 1980. Stability of Rubble Mound Breakwaters II, Danish Hydraulic Institute.
  • 15. Hamaguchi, T., Uda T., Inoue Ch., Igarashi A. 1991. Field Experiment on wave-Dissipating Effect of Artificial Reefs on the Niigata Coast, Coastal Engineering in Japan, JSCE.
  • 16. Kiran G. Shirlal, Subba Rao, Manu 2008. Performance of a submerged reef--a physical model study. Indian Society for Development & Environment Research.
  • 17. Kunchala K., Reddy M.G.M. 2023. Investigation of Finite Groundwater Potential Zones through Analytical Hierarchy Process and ArcGIS for the Region of Visakhapatnam District, Andhra Pradesh, Ecological Engineering & Environmental Technology 2023. https://doi.org/10.12912/27197050/159967.
  • 18. Muni Reddy, M.G., Neelamani, S. 2004. Hydrodynamic studies on vertical seawall defenced by low-crested breakwater. Indian Journal of Geo Marine Sciences. https://doi.org/10.1016/j.oceaneng.2004.07.008.
  • 19. Pilarczyk K.W. 2003. Design of Low-Crested (Submerged) Structures, an Overview, 6th Intl. Conf.on Coastal and Port Engineering in Developing Countries, Colombo (COPEDEC 2003), Sri Lanka.
  • 20. Shivakumar B.P., Debabrata K. 2022. Hydrodynamic performance of submerged breakwater in tandem with thin-walled as submerged reef structure. https://doi.org/10.1177/14750902221126207
  • 21. Van der Meer, J.W. 1990. Data on Wave Transmission due to Overtopping, Technical Report, Delft Hydraulic.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-5deddc51-e937-43bd-96c4-0d7d7560beb2
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