Wave runup and overtopping on smooth-slope NEXC block
Constant wave runup and overtopping during monsoon coupled with storm-surge events have poses threat to the coastal's community in flooding and land loss. The study was to further the research on the wave interaction issue using the modified NAHRIM Coastal Protection and Expansion (NEXC) block....
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Online Access: | http://eprints.utm.my/id/eprint/96372/1/IlyaKhairanisOthman2021_WaveRunupandOvertoppingonSmooth.pdf http://eprints.utm.my/id/eprint/96372/ http://dx.doi.org/10.1088/1755-1315/880/1/012013 |
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my.utm.963722022-07-18T10:16:10Z http://eprints.utm.my/id/eprint/96372/ Wave runup and overtopping on smooth-slope NEXC block Benson, Y. A. Abd. Wahab, Ahmad Khairi Othman, Ilya Khairanis Jamal, Mohamad Hidayat Mat Desa, Safari Lee, H. L. Md. Noh, Md. Nasir TA Engineering (General). Civil engineering (General) Constant wave runup and overtopping during monsoon coupled with storm-surge events have poses threat to the coastal's community in flooding and land loss. The study was to further the research on the wave interaction issue using the modified NAHRIM Coastal Protection and Expansion (NEXC) block. The aim was to determine the significant relationship prediction model from the experiment variables due to water level changes. The study was conducted in 30 m long, 2 m height, and 1.5 m width of wave flume using gamma 3.30 of wave height JONSWAP spectrum under 1:15 and 1:8 mobile bed scenarios. Parameters were downscaled to 1:10 and based on Peninsular Malaysia's east coast hydrodynamics conditions. 36 different test scenarios were simulated every 20 minutes with three repetitions, enables 108 samples to be retrieved. Using statistical tools, correlation tests between the variables in the experiment results indicates wave runup, significant wave height and overtopping discharges are strongly correlated to the bed gradient and smooth-slope NEXC block. Changes in water level from shallow to deep, mild to steep mobile bed gradient with 30 to 60 block affect the relationship Hs-q decrease while Ru2%-q positively increase. Overtopping was not directly affected by water level but positively affected on wave runup and negatively to significant wave height. The fitted relationship design model using a General Full Factorial method was verified with 0.338069 of standard error and 98.12 % of R-square. Finally, the significant relationship predictive model was obtained to have 26 interaction terms in the model successful. 2021-11-10 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utm.my/id/eprint/96372/1/IlyaKhairanisOthman2021_WaveRunupandOvertoppingonSmooth.pdf Benson, Y. A. and Abd. Wahab, Ahmad Khairi and Othman, Ilya Khairanis and Jamal, Mohamad Hidayat and Mat Desa, Safari and Lee, H. L. and Md. Noh, Md. Nasir (2021) Wave runup and overtopping on smooth-slope NEXC block. In: 4th International Conference on Science and Technology Applications in Climate Change, STACLIM 2021, 1 July 2021 - 2 July 2021, Selangor, Virtual. http://dx.doi.org/10.1088/1755-1315/880/1/012013 |
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TA Engineering (General). Civil engineering (General) Benson, Y. A. Abd. Wahab, Ahmad Khairi Othman, Ilya Khairanis Jamal, Mohamad Hidayat Mat Desa, Safari Lee, H. L. Md. Noh, Md. Nasir Wave runup and overtopping on smooth-slope NEXC block |
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Constant wave runup and overtopping during monsoon coupled with storm-surge events have poses threat to the coastal's community in flooding and land loss. The study was to further the research on the wave interaction issue using the modified NAHRIM Coastal Protection and Expansion (NEXC) block. The aim was to determine the significant relationship prediction model from the experiment variables due to water level changes. The study was conducted in 30 m long, 2 m height, and 1.5 m width of wave flume using gamma 3.30 of wave height JONSWAP spectrum under 1:15 and 1:8 mobile bed scenarios. Parameters were downscaled to 1:10 and based on Peninsular Malaysia's east coast hydrodynamics conditions. 36 different test scenarios were simulated every 20 minutes with three repetitions, enables 108 samples to be retrieved. Using statistical tools, correlation tests between the variables in the experiment results indicates wave runup, significant wave height and overtopping discharges are strongly correlated to the bed gradient and smooth-slope NEXC block. Changes in water level from shallow to deep, mild to steep mobile bed gradient with 30 to 60 block affect the relationship Hs-q decrease while Ru2%-q positively increase. Overtopping was not directly affected by water level but positively affected on wave runup and negatively to significant wave height. The fitted relationship design model using a General Full Factorial method was verified with 0.338069 of standard error and 98.12 % of R-square. Finally, the significant relationship predictive model was obtained to have 26 interaction terms in the model successful. |
format |
Conference or Workshop Item |
author |
Benson, Y. A. Abd. Wahab, Ahmad Khairi Othman, Ilya Khairanis Jamal, Mohamad Hidayat Mat Desa, Safari Lee, H. L. Md. Noh, Md. Nasir |
author_facet |
Benson, Y. A. Abd. Wahab, Ahmad Khairi Othman, Ilya Khairanis Jamal, Mohamad Hidayat Mat Desa, Safari Lee, H. L. Md. Noh, Md. Nasir |
author_sort |
Benson, Y. A. |
title |
Wave runup and overtopping on smooth-slope NEXC block |
title_short |
Wave runup and overtopping on smooth-slope NEXC block |
title_full |
Wave runup and overtopping on smooth-slope NEXC block |
title_fullStr |
Wave runup and overtopping on smooth-slope NEXC block |
title_full_unstemmed |
Wave runup and overtopping on smooth-slope NEXC block |
title_sort |
wave runup and overtopping on smooth-slope nexc block |
publishDate |
2021 |
url |
http://eprints.utm.my/id/eprint/96372/1/IlyaKhairanisOthman2021_WaveRunupandOvertoppingonSmooth.pdf http://eprints.utm.my/id/eprint/96372/ http://dx.doi.org/10.1088/1755-1315/880/1/012013 |
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1739828070193299456 |
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13.211869 |