The Efficiency Of A Depressed Gully Inlet Of A Malaysian Drain
This study was conducted to study the effect of depression on the efficiency of a gully inlet of a Malaysian drain. Stormwater inlets or gullies are designed to collect rainfall runoff before it is drained into a storm drainage system. Usually, the design of gullies is small, vertical and often plac...
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| Format: | Monograph |
| Language: | English |
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Universiti Sains Malaysia
2017
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| Online Access: | http://eprints.usm.my/52252/1/The%20Efficiency%20Of%20A%20Depressed%20Gully%20Inlet%20Of%20A%20Malaysian%20Drain_Mohamad%20Zulhilmi%20Farouk_A9_2017.pdf |
| _version_ | 1825906647916085248 |
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| author | Farouk, Mohamad Zulhilmi |
| author_facet | Farouk, Mohamad Zulhilmi |
| author_sort | Farouk, Mohamad Zulhilmi |
| collection | USM |
| description | This study was conducted to study the effect of depression on the efficiency of a gully inlet of a Malaysian drain. Stormwater inlets or gullies are designed to collect rainfall runoff before it is drained into a storm drainage system. Usually, the design of gullies is small, vertical and often placed next to street curbs and road intersections. The objective of this study is to determine the efficiency on the hydraulic performance of a gully system with different longitudinal bed slope and cross slope under different flow conditions in order to determine the head-discharge relationship of the grates used. Therefore, a full scale physical model comprising of a testing platform with an inlet tank and an outlet tank on both ends of the platform has been designed to reflect the hydraulic interaction of the gully inlets and the designated catchment area. In this study, two types of systems were tested which were intermediate and terminal. The intermediate condition is a condition, which allows some of the approaching flow to flow past the system into the next downstream gully, while for the terminal condition there is no any significant amount of flow to pass through. The results obtained from the tests are presented in the form of head-discharge relationship and the efficiency of the grates were established. |
| first_indexed | 2024-03-06T15:52:41Z |
| format | Monograph |
| id | usm.eprints-52252 |
| institution | Universiti Sains Malaysia |
| language | English |
| last_indexed | 2024-03-06T15:52:41Z |
| publishDate | 2017 |
| publisher | Universiti Sains Malaysia |
| record_format | dspace |
| spelling | usm.eprints-522522022-04-11T02:45:02Z http://eprints.usm.my/52252/ The Efficiency Of A Depressed Gully Inlet Of A Malaysian Drain Farouk, Mohamad Zulhilmi T Technology TA Engineering (General). Civil engineering (General) This study was conducted to study the effect of depression on the efficiency of a gully inlet of a Malaysian drain. Stormwater inlets or gullies are designed to collect rainfall runoff before it is drained into a storm drainage system. Usually, the design of gullies is small, vertical and often placed next to street curbs and road intersections. The objective of this study is to determine the efficiency on the hydraulic performance of a gully system with different longitudinal bed slope and cross slope under different flow conditions in order to determine the head-discharge relationship of the grates used. Therefore, a full scale physical model comprising of a testing platform with an inlet tank and an outlet tank on both ends of the platform has been designed to reflect the hydraulic interaction of the gully inlets and the designated catchment area. In this study, two types of systems were tested which were intermediate and terminal. The intermediate condition is a condition, which allows some of the approaching flow to flow past the system into the next downstream gully, while for the terminal condition there is no any significant amount of flow to pass through. The results obtained from the tests are presented in the form of head-discharge relationship and the efficiency of the grates were established. Universiti Sains Malaysia 2017-06-01 Monograph NonPeerReviewed application/pdf en http://eprints.usm.my/52252/1/The%20Efficiency%20Of%20A%20Depressed%20Gully%20Inlet%20Of%20A%20Malaysian%20Drain_Mohamad%20Zulhilmi%20Farouk_A9_2017.pdf Farouk, Mohamad Zulhilmi (2017) The Efficiency Of A Depressed Gully Inlet Of A Malaysian Drain. Project Report. Universiti Sains Malaysia, Pusat Pengajian Kejuruteraan Awam. (Submitted) |
| spellingShingle | T Technology TA Engineering (General). Civil engineering (General) Farouk, Mohamad Zulhilmi The Efficiency Of A Depressed Gully Inlet Of A Malaysian Drain |
| title | The Efficiency Of A Depressed Gully Inlet Of A Malaysian Drain |
| title_full | The Efficiency Of A Depressed Gully Inlet Of A Malaysian Drain |
| title_fullStr | The Efficiency Of A Depressed Gully Inlet Of A Malaysian Drain |
| title_full_unstemmed | The Efficiency Of A Depressed Gully Inlet Of A Malaysian Drain |
| title_short | The Efficiency Of A Depressed Gully Inlet Of A Malaysian Drain |
| title_sort | efficiency of a depressed gully inlet of a malaysian drain |
| topic | T Technology TA Engineering (General). Civil engineering (General) |
| url | http://eprints.usm.my/52252/1/The%20Efficiency%20Of%20A%20Depressed%20Gully%20Inlet%20Of%20A%20Malaysian%20Drain_Mohamad%20Zulhilmi%20Farouk_A9_2017.pdf |
| work_keys_str_mv | AT faroukmohamadzulhilmi theefficiencyofadepressedgullyinletofamalaysiandrain AT faroukmohamadzulhilmi efficiencyofadepressedgullyinletofamalaysiandrain |