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Evaluation of Human Interventions on Longshore Sediment Transport in Damietta Port Area | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 6، دوره 12، شماره 3 - شماره پیاپی 35، آبان 2024، صفحه 85-96 اصل مقاله (1.07 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2024.32512.1948 | ||
| نویسندگان | ||
| Ahmed S.A. Ibrahim* ؛ Anas M. El Molla؛ Hany G.I. Ahmed | ||
| Department of Civil Engineering, Faculty of Engineering, Al-Azhar University, Cairo, Egypt | ||
| تاریخ دریافت: 11 آذر 1402، تاریخ بازنگری: 27 بهمن 1402، تاریخ پذیرش: 11 اردیبهشت 1403 | ||
| چکیده | ||
| Coastal regions are increasingly vulnerable to climate change-induced hazards such as erosion, with the combination of environmental threats and human activities exacerbating the vulnerability of these ecosystems. The study, spanning eight decades (i.e. 1940-2020), utilizes ECMWF-ERA5 data and a high-resolution model (MIKE21 SM) to simulate Longshore Sediment Transport (LST) in response to human interventions. Model accuracy is validated against observed data from the Damietta buoy and 2011 bathymetry data. Additionally, comparisons with the estimated LST from previous regional studies confirm the model's reliability. The investigation focuses on identifying trends in LST before and after human interventions, including the construction of Damietta Port (DP) and subsequent coastal protection structures. Two different trend analysis methods, linear regression and Theil-Sen, are used to capture temporal variations in LST. According to Theil-Sen, trend values increased as a result of the port construction, with Gross LST (GLST) and Net LST (NLST) increasing by 100-160%, respectively. However, both GLST and NLST experienced significant decreases following coastal protection (i.e. 27-24%, respectively). Moreover, the correlation analysis of wave parameters and LST revealed a variety of relationships over periods, illustrating the complicated relationship between sediment transport processes and human activities. Notably, prior to the construction of DP, there were strong correlations between NLST, wave height, and peak wave period (i.e. R=0.81-0.79, respectively), but these decreased significantly after construction (i.e. R=0.59-0.60). Following coastal protection, correlations with sediment transport increased (i.e. R=0.79-0.77). | ||
تازه های تحقیق | ||
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| کلیدواژه‌ها | ||
| Coastal hazard؛ Wave climate؛ Long-term trend؛ Sediment transport؛ MIKE21SM | ||
| مراجع | ||
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[1] Başaran B, Güner A, Anıl H. Effect of wave climate change on longshore sediment transport in Southwestern Black Sea. Estuar Coast Shelf Sci 2021;258. https://doi.org/10.1016/j.ecss.2021.107415.
[2] Arns A, Dangendorf S, Jensen J, Talke S, Bender J, Pattiaratchi C. Sea-level rise induced amplification of coastal protection design heights. Sci Rep 2017;7:1–9. https://doi.org/10.1038/srep40171.
[3] Grases A, Gracia V, García-León M, Lin-Ye J, Sierra JP. Coastal flooding and erosion under a changing climate: Implications at a low-lying coast (ebro delta). Water (Switzerland) 2020;12. https://doi.org/10.3390/w12020346.
[4] Knobler S, Liberzon D, Fedele F. Large waves and navigation hazards of the Eastern Mediterranean Sea. Sci Rep 2022;12:1–17. https://doi.org/10.1038/s41598-022-20355-9.
[5] Satterthwaite D. The transition to a predominantly urban world and its underpinnings. Hum Settlements Discuss Pap Ser Urban Chang 2007:99p.
[6] Khalifa MA. Adoption of recent formulae for sediment transport calculations applied on the Egyptian Nile delta coastal area. J Coast Conserv 2011;16:37–49. https://doi.org/10.1007/s11852-011-0166-z.
[7] Nikmanesh MR, Talebbeydokhti N. Numerical simulation for predicting concentration profiles of cohesive sediments in surf zone. Sci Iran 2013;20:454–65. https://doi.org/10.1016/j.scient.2013.04.006.
[8] Remya PG, Kumar R, Basu S, Sarkar A. Wave hindcast experiments in the Indian Ocean using MIKE 21 SW model. J Earth Syst Sci 2012;121:385–92. https://doi.org/10.1007/s12040-012-0169-7.
[9] Moeini MH, Shahidi A. Application of two numerical models for wave hindcasting in Lake Erie. Appl Ocean Res 2007;29:137–45. https://doi.org/10.1016/j.apor.2007.10.001.
[10] Hadadpour S, Moshfeghi H, Jabbari E, Kamranzad B. Wave hindcasting in Anzali, Caspian Sea: a hybrid approach. J Coast Res 2013;65:237–42. https://doi.org/10.2112/si65-041.1.
[11] Keshtpoor M, Puleo JA, Shi F, DiCosmo NR. Numerical simulation of nearshore hydrodynamics and sediment transport downdrift of a tidal inlet. J Waterw Port, Coastal, Ocean Eng 2015;141. https://doi.org/10.1061/(ASCE)WW.1943-5460.0000273.
[12] SARAÇOĞLU K, ARI GÜNER H, ŞAHİN C, YÜKSEL Y, ÇEVİK E. Evaluation of the wave climate over the black sea: field observations and modeling. Coast Eng 2016:2013–5. https://doi.org/10.9753/icce.v35.waves.20.
[13] Barbariol F, Davison S, Falcieri FM, Ferretti R, Ricchi A, Sclavo M, et al. Wind Waves in the Mediterranean Sea: An ERA5 Reanalysis Wind-Based Climatology. Front Mar Sci 2021;8:1–23. https://doi.org/10.3389/fmars.2021.760614.
[14] IPCC. Climate Change 2022: Impacts, Adaptation and Vulnerability. Contribution of Working Group II to the Sixth Assessment Report of the Intergovernmental Panel on Climate Change [H.-O. Pörtner, D.C. Roberts, M. Tignor, E.S. Poloczanska, K. Mintenbeck, A. Alegr. Cambridge Univ Press Cambridge Univ Press Cambridge, UK New York, NY, USA 2022;3056 pp. https://doi.org/10.1017/9781009325844.
[15] Amarouche K, Akpınar A, Bachari NEI, Çakmak RE, Houma F. Evaluation of a high-resolution wave hindcast model SWAN for the West Mediterranean basin. Appl Ocean Res 2019;84:225–41. https://doi.org/10.1016/j.apor.2019.01.014.
[16] Simav Ö, Şeker DZ, Gazioǧlu C. Coastal inundation due to sea level rise and extreme sea state and its potential impacts: Çukurova Delta case. Turkish J Earth Sci 2013;22:671–80. https://doi.org/10.3906/yer-1205-3.
[17] Sharaan M, Ibrahim MG, Moubarak H, Elkut AE, Romya AA, Hamouda M, et al. A Qualitative Analysis of Climate Impacts on Egyptian Ports. Sustainability 2024;16:1015. https://doi.org/doi.org/10.3390/su16031015.
[18] Van Rijn LC, Professor JSRA, Engineer JVDW, J.R. D. Coastal sediment dynamics: recent advances and future research needs. J Hydraul Res 2013;51:475–93. https://doi.org/10.1080/00221686.2013.849297.
[19] Chen, J.-L., Hsu, T.-J., Shi F, Raubenheimer, et al. Hydrodynamic and sediment transport modeling of New River Inlet (NC) under the interaction of tides and waves. J Geophys Res Ocean 2015;120:4028–4047. https://doi.org/10.1002/2014JC010425.
[20] ASRT. Sedimentation in Damietta Harbor; Academy of Scientific Research and Technology Final Report; ASRT: Cairo, Egypt. 1988.
[21] El Asmar HM, White K. Changes in coastal sediment transport processes due to construction of New Damietta Harbour, Nile Delta, Egypt. Coast Eng 2002;46:127–38. https://doi.org/10.1016/S0378-3839(02)00068-6.
[22] Sogreah M. Effects on the construction of the Port of Damietta on the evolution of the littoral drift. Consult Report, Number 35/1202/R9 1982:35.
[23] Khalifa AM, Soliman MR, Yassin AA. Assessment of a combination between hard structures and sand nourishment eastern of Damietta harbor using numerical modeling. Alexandria Eng J 2017;56:545–55. https://doi.org/10.1016/j.aej.2017.04.009.
[24] Hesham M. El-Asmar, Maysa M.N. Taha ASE-S. Morphodynamic changes as an impact of human intervention at the Ras El-Bar-Damietta Harbor coast, NW Damietta Promontory, Nile Delta, Egypt. J African Earth Sci 2016;124:323–39. https://doi.org/10.1016/j.jafrearsci.2016.09.035.
[25] El-Fishawi N. Relative changes in sea level from tide gauge records at Burrulus, central part of the Nile Delta coast. INQUA MBSS Newsl 1994;16:53 – 61.
[26] Eid FM, El-Din SHS, El-Din KAA. Sea level variation along the Suez Canal. Estuar Coast Shelf Sci 1997;44:613–9. https://doi.org/10.1006/ecss.1996.0160.
[27] DHI. Introducting the MIKE 21 Shoreline Morphology Module, Denmark, DHI Headquarters 2017.
[28] DHI. MIKE 21 & MIKE 3 Flow Model FM - Hydrodynamic Module, Denmark, DHI Headquarters 2017.
[29] DHI. MIKE 21 Wave Modelling - MIKE 21 Spectral Waves FM, Denmark, DHI Headquarters 2017.
[30] Komen GJL, Cavaleri M, Donelan K, Hasselmann S, PAEM J. Dynamics and Modelling of Ocean Waves. Cambridge Univ Press 1994;UK:560.
[31] Young IR. Wind generated ocean waves. Elsevier 1999;2.
[32] DHI. MIKE 21 & MIKE 3 Flow Model FM - Sand Transport Module, Denmark, DHI Headquarters 2017.
[33] Sen PK. Estimates of the Regression Coefficient Based on Kendall’s Tau. J Am Stat Assoc 1968;63:1379–89. https://doi.org/10.1080/01621459.1968.10480934.
[34] Yue S, Pilon PJ, Cavadias G. Power of the Mann–Kendall and Spearman’s rho tests for detecting monotonic trends in hydrological series. J Hydrol 2002;259:254–71. https://doi.org/10.1016/S0022-1694(01)00594-7.
[35] Aarnes OJ, Abdalla S, Bidlot JR, Breivik Ø. Marine wind and wave height trends at different ERA-interim forecast ranges. J Clim 2015;28:819–37. https://doi.org/10.1175/JCLI-D-14-00470.1.
[36] Abo Zed A. Effects of waves and currents on the siltation problem of Damietta harbour, Nile Delta coast, Egypt. Mediterr Mar Sci 2007;8:33–48. https://doi.org/10.12681/mms.152.
[37] Frihy OE, Abd El Moniem AB, Hassan MS. Sedimentation processes at the navigation channel of the Damietta Harbour on the Northeastern Nile Delta coast of Egypt. J Coast Res 2002;18:459–69.
[38] Tech. T. Shoreline master plan for the Nile Delta coast. Prog Rep Number 1 1984:143.
[39] El-Asmar HM, White K. Rapid updating of maps of dynamic coastal landforms by segmentation of Thematic Mapper imagery, example from the Nile Delta, Egypt. Proc 23rd Annu Conf Remote Sens Soc 1997:515 – 520. | ||
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