A long-term solution for shoreline evolution induced by wave action
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| date | 2015-07-27 10:34:23 |
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| id | 12197 |
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| internalnotes | [1] M. F. Ahmad, Subiyanto, M. Mustafa, R. Yaacob, M. A. Muslim and M. L. Husain. Coastline changes in vicinity of runway platform of Sultan Mahmud Airport, Kuala Terengganu: comparative analysis of one-line model versus satellite data. Journal of Applied Sciences, 14(19) (2014), 2234-2245. http://dx.doi.org/10.3923/jas.2014.2234.2245 [2] W. F. Ames, Numerical Methods for Partial Differential Equation, Ed. 2nd , Academic Press, Inc., Florida, 1997. [3] J. D. Anderson, Computational Fluid Dynamics: The Basic with Applications, McGraw-Hill, Singapore, 1995. [4] U. S. Army Corp of Engineers. Shore Protection Manual, Coastal Engineering Research Centre, Washington, 1984. http://dx.doi.org/10.5962/bhl.title.47829 [5] R. G. Dean and E. M. Maurmeyer, Handbook of coastal processes and erosion: Model for beach profile response, CRC Press. Florida, 1983, 151-165. [6] Q. T. Doan, Y. C. Chen, T. T. Quah and P. K. Mishra (2013). Numerical Modelling in Shore Line Evolution Prediction: Case Study of Tat Dike, Vietnam, International Journal of Earth Sciences and Engineering, Pp 1251-1259, Volume 06, No.05(01). [7] R. Dominic, C. Andrew and F. Christopher, Coastal Engineering: Processes, Theory and Design Practice, Spon Press, New York, 2004. [8] L. X. Hoan, Some Result of Comparison between Numerical and Analytical Solutions of the One-line Model for Shoreline Change. Vietnam Journal of Mechanics. 28(2) (2006), 94-102. http://dx.doi.org/10.15625/0866-7136/28/2/5569 [9] R. J. Hynmand and A. B. Koehler, Another look at measured of forecast accuracy. International Journal of Forecasting. 22 (2006), 679-688. http://dx.doi.org/10.1016/j.ijforecast.2006.03.001 [10] M. Larson, H. Hanson and N. C. Kraus, Analytical Solution of the One-line Model for Shoreline Change, Technical Report CERC 87-15, US Army Corps of Engineer Waterways Experiment Station, CERC, 1987. http://dx.doi.org/10.5962/bhl.title.48288 [11] J. S. Schoonees and A. K. Theron. Review of the field data base for longshore sediment transport, Coastal engineering, 19(1993), 1-25. http://dx.doi.org/10.1016/0378-3839(93)90017-3 [12] Subiyanto, M. F., Ahmad, M. Mustafa and M. L. Husain. Comparison of Numerical for Forward and Backward Time Centered Space for Long Term Simulation of Shoreline Evolution, Applied Mathematical Sciences, 7(104) (2013), 5165-5173. http://dx.doi.org/10.12988/ams.2013.37365 [13] T. Walton and T. Chiu, A Review of Analytical Technique to Solve the Sand Transport Equation and Some Simplified Solution, Proceeding of Coastal Structure, America Society of Civil Engineers, (1979), 809-837. |
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| spelling | 12197 https://intelek.unisza.edu.my/intelek/pages/view.php?ref=12197 https://intelek.unisza.edu.my/intelek/pages/search.php?search=!collection407072 Restricted Document Article Journal UniSZA Unisza unisza image/jpeg inches 96 96 61 61 1408 782 2015-07-27 10:34:23 1408x782 6497-01-FH02-FIK-15-03533.jpg UniSZA Private Access A long-term solution for shoreline evolution induced by wave action Applied Mathematical Sciences In this paper new approach of numerical schemes for the shoreline evolution in the long-term scale are presented, and comparisons to analytical solution for some cases are presented for a satisfactory level of suitable numerical scheme. Analytical solutions of shoreline evolution for simple configuration are presented under idealized wave condition. In this study, we also present the shoreline evolution to response the wave height breaking at different value and case. The simulation of shoreline evolution conducts at different of shoreline configuration, which rectangular cut in beach and straight impermeable groin. The simulation result shows that shoreline with straight impermeable groin and finite rectangular beach fill configurations have bigger root mean percentage square error (RMSPE) when the sediment transport rate and time are increased. However the increases of RMPSE is very small which only approximate in the range of 0.1– 0.2 %. In addition, simulations in variation of wave height breaking show that wave height breaking increases the RMSPE increase for both of shoreline configurations. In general the RMSPE shows less than 1% for all cases. These results indicate that this new approach of numerical scheme is very reliable for solving problems of long term shoreline evolution. 9 85 HIKARI Ltd. HIKARI Ltd. 4383-4398 [1] M. F. Ahmad, Subiyanto, M. Mustafa, R. Yaacob, M. A. Muslim and M. L. Husain. Coastline changes in vicinity of runway platform of Sultan Mahmud Airport, Kuala Terengganu: comparative analysis of one-line model versus satellite data. Journal of Applied Sciences, 14(19) (2014), 2234-2245. http://dx.doi.org/10.3923/jas.2014.2234.2245 [2] W. F. Ames, Numerical Methods for Partial Differential Equation, Ed. 2nd , Academic Press, Inc., Florida, 1997. [3] J. D. Anderson, Computational Fluid Dynamics: The Basic with Applications, McGraw-Hill, Singapore, 1995. [4] U. S. Army Corp of Engineers. Shore Protection Manual, Coastal Engineering Research Centre, Washington, 1984. http://dx.doi.org/10.5962/bhl.title.47829 [5] R. G. Dean and E. M. Maurmeyer, Handbook of coastal processes and erosion: Model for beach profile response, CRC Press. Florida, 1983, 151-165. [6] Q. T. Doan, Y. C. Chen, T. T. Quah and P. K. Mishra (2013). Numerical Modelling in Shore Line Evolution Prediction: Case Study of Tat Dike, Vietnam, International Journal of Earth Sciences and Engineering, Pp 1251-1259, Volume 06, No.05(01). [7] R. Dominic, C. Andrew and F. Christopher, Coastal Engineering: Processes, Theory and Design Practice, Spon Press, New York, 2004. [8] L. X. Hoan, Some Result of Comparison between Numerical and Analytical Solutions of the One-line Model for Shoreline Change. Vietnam Journal of Mechanics. 28(2) (2006), 94-102. http://dx.doi.org/10.15625/0866-7136/28/2/5569 [9] R. J. Hynmand and A. B. Koehler, Another look at measured of forecast accuracy. International Journal of Forecasting. 22 (2006), 679-688. http://dx.doi.org/10.1016/j.ijforecast.2006.03.001 [10] M. Larson, H. Hanson and N. C. Kraus, Analytical Solution of the One-line Model for Shoreline Change, Technical Report CERC 87-15, US Army Corps of Engineer Waterways Experiment Station, CERC, 1987. http://dx.doi.org/10.5962/bhl.title.48288 [11] J. S. Schoonees and A. K. Theron. Review of the field data base for longshore sediment transport, Coastal engineering, 19(1993), 1-25. http://dx.doi.org/10.1016/0378-3839(93)90017-3 [12] Subiyanto, M. F., Ahmad, M. Mustafa and M. L. Husain. Comparison of Numerical for Forward and Backward Time Centered Space for Long Term Simulation of Shoreline Evolution, Applied Mathematical Sciences, 7(104) (2013), 5165-5173. http://dx.doi.org/10.12988/ams.2013.37365 [13] T. Walton and T. Chiu, A Review of Analytical Technique to Solve the Sand Transport Equation and Some Simplified Solution, Proceeding of Coastal Structure, America Society of Civil Engineers, (1979), 809-837. |
| spellingShingle | A long-term solution for shoreline evolution induced by wave action |
| summary | In this paper new approach of numerical schemes for the shoreline evolution in the long-term scale are presented, and comparisons to analytical solution for some cases are presented for a satisfactory level of suitable numerical scheme. Analytical solutions of shoreline evolution for simple configuration are presented under idealized wave condition. In this study, we also present the shoreline evolution to response the wave height breaking at different value and case. The simulation of shoreline evolution conducts at different of shoreline configuration, which rectangular cut in beach and straight impermeable groin. The simulation result shows that shoreline with straight impermeable groin and finite rectangular beach fill configurations have bigger root mean percentage square error (RMSPE) when the sediment transport rate and time are increased. However the increases of RMPSE is very small which only approximate in the range of 0.1– 0.2 %. In addition, simulations in variation of wave height breaking show that wave height breaking increases the RMSPE increase for both of shoreline configurations. In general the RMSPE shows less than 1% for all cases. These results indicate that this new approach of numerical scheme is very reliable for solving problems of long term shoreline evolution. |
| title | A long-term solution for shoreline evolution induced by wave action |
| title_full | A long-term solution for shoreline evolution induced by wave action |
| title_fullStr | A long-term solution for shoreline evolution induced by wave action |
| title_full_unstemmed | A long-term solution for shoreline evolution induced by wave action |
| title_short | A long-term solution for shoreline evolution induced by wave action |
| title_sort | long-term solution for shoreline evolution induced by wave action |