Shoreline Change with Groin Coastal Protection Structure at North Java Beach
Keywords:shoreline change, groin coastal protection structure
The research aimed to study the effect of groin application to erosion at the shoreline. The method utilized the bathymetry and topography data of north beach of Balongan, West Java. Modeling of the shoreline change due to groin installment used software called GENESIS. Based on analysis result, it is found that the significant wave direction comes from the southeast with significant wave height of 1,18 meters and surf zone width of 140 meters. It is concluded that at research area of north beach of west Java, I-groin with length of 70 meters and T head groin of 60 meters in long T-groin effectively overcome erosion and advance the coastline by 10786,62 m2 or in average 6,3 meters.
Alireza, M., Hamed, O., Ali, L. Y. M., & Hamid, H. (2016). Numerical investigation of flow around groins in barotropic condition. International Journal of Structural and Civil Engineering Research, 5(4), 285-291.
Ayyappan, K., & Thiruvenkatasamy, K. (2018). On the hydrodynamics of shoreline morphological changes and its impact on tidal stability in the presence of groins using field measurements at Muttukadu Estuary. International Journal of Civil Engineering and Technology (IJCIET), 9(6), 912-922.
Balas, L., Inan, A., & Yılmaz, E. (2011). Modelling of sediment transport of Akyaka Beach. Journal of Coastal Research, (Special Issue 64), 460-463.
Claudino-Sales, V., Wang, P., & Carvalho, A. M. (2018). Interactions between various headlands, beaches, and dunes along the coast of Ceará state, Northeast Brazil. Journal of Coastal Research, 34(2), 413-428.
Coastal Engineering Research Center (US). (1984). Shore Protection Manual. Department of the Army, Waterways Experiment Station, Corps of Engineers, Coastal Engineering Research Center.
Di Bona, S. (2013). Modeling of coastal evolution: Long term simulation in the Vagueira region (Master Thesis). University of Padova.
El-Shinnawy, A., Medina, R., & González, M. (2017). Equilibrium planform of headland bay beaches: Effect of directional wave climate. Retrieved from http://coastaldynamics2017.dk/onewebmedia/020_Elshinnawy_Ahmed.pdf
Fatimah, E., Ariff, A., & Aulia, T. B. (2015). The influence of single zigzag type porous groin in the change of beach profile. Procedia Engineering, 125, 257-262.
Hanson, H. (1989). GENESIS: A generalized shoreline change numerical model. Journal of Coastal Research, 5(1), 1-27.
Hutahaean, S. (2018). Comparative study between Groin and T-Head Groin. International Journal of Advanced Engineering Research and Science (IJAERS), 5(11), 1-5.
Kemp, J., Vandeputte, B., Eccleshall, T., Simons, R., & Troch, P. (2018). A modified hyperbolic tangent equation to determine equilibrium shape of headland bay beaches. Coastal Engineering Proceedings, 36, 106-106.
Martins, K. A., De Souza Pereira, P., Silva-Casarín, R., & Neto, A. V. N. (2017). The influence of climate change on coastal erosion vulnerability in northeast Brazil. Coastal Engineering Journal, 59(2), 1740007-1-1740007-25
McCarroll, R. J., Masselink, G., Valiente, N. G., Scott, T., King, E. V., & Conley, D. (2018). Wave and tidal controls on embayment circulation and headland bypassing for an exposed, macrotidal site. Journal of Marine Science and Engineering, 6(3), 1-32.
Mohanty, P. K., Patra, S. K., Bramha, S., Seth, B., Pradhan, U., Behera, B., ... & Panda, U. S. (2012). Impact of groins on beach morphology: A case study near Gopalpur Port, east coast of India. Journal of Coastal Research, 28(1), 132-142.
Muin, M., Idris, K., & Yuanita, N. (2016). Application of large-scale 3D non-orthogonal boundary fitted sediment transport model and small-scale approachor offshore structure in Cimanuk Delta North Java Sea. Journal of Engineering and Technological Sciences, 48(3), 301-319.
Noujas, V., & Kankara, R. (2018). Shoreline prediction using a numerical model along rathnagiri coast, West Coast of India. In 6th National Conference on Coastal, Harbour and Ocean Engineering.
Neshaei, M. L., & Biria, H. A. (2013). Impact of groyne construction on beach: Case study Anzali & Astara Coasts. In 7th National Congress on Civil Engineering (pp. 7-8).
Niculescu, D. M., & Rusu, E. V. (2018). Evaluation of the new coastal protection scheme at Mamaia Bay in the nearshore of the Black Sea. Ocean Systems Engineering-an International Journal, 8(1), 1-20.
Oyedotun, T. D. (2014). Shoreline geometry: DSAS as a tool for historical trend analysis. Geomorphological Techniques, 3(2.2), 1-12.
Rocha, M. V. L., Coelho, C., & Fortes, C. J. E. M. (2013). Numerical modeling of groin impact on nearshore hydrodynamics. Ocean engineering, 74(December), 260-275.
Sadeghi, K., & Dania, A. L. (2019). An introduction to onshore structures’construction. Academic Research International, 10(1), 1-12.
Setyandito, O., Nizam, N., Yuwono, N., & Triatmaja, R. (2011). Performance of Groin Type-I and Type-L in maintaining shoreline stability. In International Seminar on Water Related Risk Management.
Setyandito, O., Nizam, N., Yuwono, N., & Triatmadja, R. (2012a). Pengaruh gelombang pada profil kemiringan pantai pasir buatan (Uji model fisik dan studi kasus penanggulangan erosi serta pendukung konservasi lingkungan daerah pantai). Jurnal Sains & Teknologi Lingkungan, 4(1), 32-42.
Setyandito, O., Nizam, N., Triatmaja, R., & Yuwono, N. (201b2). The profile stability of the artificial sand beach nourishment. International Journal of CIvil & Environmental Engineering, 12(02), 36-41.
Setyandito, O., Yuwono, N., Triatmodjo, B., Bakti, T. E., & Kesuma, L. M. (2014). Stability of armour layer under wave attack, 2-D physical model and case study in South Java coastline, Indonesia. World Applied Sciences Journal, 32(3), 415-421.
Silveira, L. F., Klein, A. H. D. F., & Tessler, M. G. (2010). Headland-bay beach planform stability of Santa Catarina state and of the northern coast of São Paulo state. Brazilian Journal of Oceanography, 58(2), 101-122.
Sola, S. A., Kavianpour, M. R., & Tabatabai, M. R. M. (2015). Experimental study of scour depth in attracting Groins series. In Scientific Cooperations Workshops on Engineering Branches.
Süme, V. (2014). Grain Size and Beach Formation Characteristic at the T-Head Groins System at Kiyicik, Turkey (Eastern Black Sea). Journal of Civil & Environmental Engineering, 4(4), 1-5.
Sume, V. (2018). Shoreline changes in three groin fields on the eastern Black Sea Coast. Fresenius Environmental Bulletin, 27(1), 125-131.
Tereszkiewicz, P., McKinney, N., & Meyer-Arendt, K. J. (2018). Groins along the northern Yucatan coast. Journal of Coastal Research, 34(4), 911-919.
Thomas, T. J., & Dwarakish, G. S. (2015). Numerical wave modelling–A review. Aquatic Procedia, 4, 443-448.
Török, G. T., Baranya, S., Rüther, N., & Spiller, S. (2014). Laboratory analysis of armor layer development in a local scour around a groin. In Proceedings of the International Conference on Fluvial Hydraulics River Flow (pp. 3-5).
Van der Meer, J. W. (2017). Geometrical design of coastal structures. In K. Pilarczyk (Ed.), Dikes and revetments (pp. 161-176).
Wardani, K. S., & Murakami, K. (2019). The effectiveness of groin system on the control of sediment transport. Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering), 75(2), I_535-I_540.
Authors who publish with this journal agree to the following terms:
a. Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License - Share Alike that allows others to share the work with an acknowledgment of the work's authorship and initial publication in this journal.
b. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgment of its initial publication in this journal.
c. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work.
All articles published Open Access will be immediately and permanently free for everyone to read and download. We are continuously working with our author communities to select the best choice of license options, currently being defined for this journal as follows: