Hydraulics and mechanics of non-vegetated natural compound meandering river
Also available in printed version
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| Format: | Bachelor thesis |
| Language: | English |
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Universiti Teknologi Malaysia
2025
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| Online Access: | https://utmik.utm.my/handle/123456789/53039 |
| Abstract | Abstract here |
| _version_ | 1854934132864319488 |
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| author | Muhammad Afiq Md. Aris |
| author2 | Zulkiflee Ibrahim, supervisor |
| author_facet | Zulkiflee Ibrahim, supervisor Muhammad Afiq Md. Aris |
| author_sort | Muhammad Afiq Md. Aris |
| description | Also available in printed version |
| format | Bachelor thesis |
| id | utm-123456789-53039 |
| institution | Universiti Teknologi Malaysia |
| language | English |
| publishDate | 2025 |
| publisher | Universiti Teknologi Malaysia |
| record_format | dspace |
| record_pdf | Abstract |
| spelling | utm-123456789-530392025-08-21T06:13:33Z Hydraulics and mechanics of non-vegetated natural compound meandering river Muhammad Afiq Md. Aris Zulkiflee Ibrahim, supervisor Civil engineering Also available in printed version Floods is one of natural disaster that happen every year. In Malaysia especially in the lower area, flood might happen frequently in a year. In real situation of flood, it might dangerous for researcher to do on-site studies. The understanding on hydraulics and mechanics of meandering rivers due to floodingThe objectives of this study are to investigate the characteristics of the non-vegetated natural meandering river during flooding and to study the hydraulics parameter such as velocity, Manning’s n, Froude number and Reynolds number. The effects of the non-vegetated floodplain are studied by using a rectangular flume in the Hydraulics Laboratory, Faculty of Civil Engineering, Universiti Teknologi Malaysia (UTM). The scale down of the meandering river model is 1:200. The results on the variation of horizontal and vertical bed profile and velocity along the main channel presented in this paper. Experimental Manning’s n ranged between 0.021 to 0.039. The computed Froude and Reynolds numbers indicated that the subcritical turbulent flow took place in the experimental flume. Velocity are depending on the surface roughness of the channel. It has been found that the manning’s coefficient really affects the movement of the bed profile. Meandering river can be easily transported the sediment if no vegetated on the floodplain. In future, this research provide understanding or knowledge on river and floodplain management especially for meandering type of river without vegetation fahmimoksen UTM 76 p. Project Paper (Sarjana Muda Kejuruteraan (Awam)) - Universiti Teknologi Malaysia, 2017 2025-03-17T01:37:32Z 2025-03-17T01:37:32Z 2017 Bachelor thesis https://utmik.utm.my/handle/123456789/53039 vital:113230 valet-20180801-153951 ENG Closed Access UTM Complete Unpublished Completion application/pdf Universiti Teknologi Malaysia |
| spellingShingle | Civil engineering Muhammad Afiq Md. Aris Hydraulics and mechanics of non-vegetated natural compound meandering river |
| thesis_level |
Other
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| title | Hydraulics and mechanics of non-vegetated natural compound meandering river |
| title_full | Hydraulics and mechanics of non-vegetated natural compound meandering river |
| title_fullStr | Hydraulics and mechanics of non-vegetated natural compound meandering river |
| title_full_unstemmed | Hydraulics and mechanics of non-vegetated natural compound meandering river |
| title_short | Hydraulics and mechanics of non-vegetated natural compound meandering river |
| title_sort | hydraulics and mechanics of non vegetated natural compound meandering river |
| topic | Civil engineering |
| url | https://utmik.utm.my/handle/123456789/53039 |
| work_keys_str_mv | AT muhammadafiqmdaris hydraulicsandmechanicsofnonvegetatednaturalcompoundmeanderingriver |