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Comparison of lateral spillway and morning glory spillway performance in flood control

With the emergence of climate change and the increasing human intervention in the global climate, floods have affected different parts of the world. In practice, floods are the most terrible natural disaster in the world, both in terms of casualties and financial losses. To reduce the adverse effect...

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Main Authors: Sukerta, Made, Chen, Tzu Chia, Mardizal, Jonni, Salih, Salih Mahmood, Zulkarnain, Isnaini, Islam, Md. Zahidul, Majeed, Mohammed Sabeeh, Mahdi, Ahmed Baseem, Ali Mutlak, Dhameer, Aravindhan, Surendar
Format: Article
Language:English
English
Published: Institute of Technology and Life Sciences 2022
Subjects:
K3581 Environmental Law
Online Access:http://irep.iium.edu.my/98874/7/98874_Comparison%20of%20lateral%20spillway.pdf
http://irep.iium.edu.my/98874/13/98874_Comparison%20of%20lateral%20spillway_Scopus.pdf
http://irep.iium.edu.my/98874/
https://www.journals.pan.pl/jwld
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spelling my.iium.irep.988742022-07-21T01:10:49Z http://irep.iium.edu.my/98874/ Comparison of lateral spillway and morning glory spillway performance in flood control Sukerta, Made Chen, Tzu Chia Mardizal, Jonni Salih, Salih Mahmood Zulkarnain, Isnaini Islam, Md. Zahidul Majeed, Mohammed Sabeeh Mahdi, Ahmed Baseem Ali Mutlak, Dhameer Aravindhan, Surendar K3581 Environmental Law With the emergence of climate change and the increasing human intervention in the global climate, floods have affected different parts of the world. In practice, floods are the most terrible natural disaster in the world, both in terms of casualties and financial losses. To reduce the adverse effects of this phenomenon, it is necessary to use structural and non-structural methods of flood risk management. One of the structural methods of flood control is to allocate a certain part of reservoir dams to flood control. In order to safely exit the flood from the dam reservoir, the spillway structure should be used. One of the important issues in designing a spillway structure is reducing its construction costs. In order to safely exit the flood with a specified return period from the dam reservoir, as the length of the spillway decreases, the height of the water blade on the spillway increases. In other words, decreasing the spillway length increases the height of the dam and its construction and design costs. In this study, the design and comparison of the performance of two glory spillways and lateral spillways have been considered. The results showed that for a given length for the drain edge of both types of spillways, the height of the water blade on the glory spillway is always higher than the lateral spillway. For example, when a 10,000-year-old flood occurs, it is about 8 m. Institute of Technology and Life Sciences 2022-06-29 Article PeerReviewed application/pdf en http://irep.iium.edu.my/98874/7/98874_Comparison%20of%20lateral%20spillway.pdf application/pdf en http://irep.iium.edu.my/98874/13/98874_Comparison%20of%20lateral%20spillway_Scopus.pdf Sukerta, Made and Chen, Tzu Chia and Mardizal, Jonni and Salih, Salih Mahmood and Zulkarnain, Isnaini and Islam, Md. Zahidul and Majeed, Mohammed Sabeeh and Mahdi, Ahmed Baseem and Ali Mutlak, Dhameer and Aravindhan, Surendar (2022) Comparison of lateral spillway and morning glory spillway performance in flood control. Journal of Water and Land Development, 53 (IV-VI). pp. 187-191. ISSN 1429-7426 E-ISSN 2083-4535 https://www.journals.pan.pl/jwld 10.24425/jwld.2022.140796
institution Universiti Islam Antarabangsa Malaysia
building IIUM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider International Islamic University Malaysia
content_source IIUM Repository (IREP)
url_provider http://irep.iium.edu.my/
language English
English
topic K3581 Environmental Law
spellingShingle K3581 Environmental Law
Sukerta, Made
Chen, Tzu Chia
Mardizal, Jonni
Salih, Salih Mahmood
Zulkarnain, Isnaini
Islam, Md. Zahidul
Majeed, Mohammed Sabeeh
Mahdi, Ahmed Baseem
Ali Mutlak, Dhameer
Aravindhan, Surendar
Comparison of lateral spillway and morning glory spillway performance in flood control
description With the emergence of climate change and the increasing human intervention in the global climate, floods have affected different parts of the world. In practice, floods are the most terrible natural disaster in the world, both in terms of casualties and financial losses. To reduce the adverse effects of this phenomenon, it is necessary to use structural and non-structural methods of flood risk management. One of the structural methods of flood control is to allocate a certain part of reservoir dams to flood control. In order to safely exit the flood from the dam reservoir, the spillway structure should be used. One of the important issues in designing a spillway structure is reducing its construction costs. In order to safely exit the flood with a specified return period from the dam reservoir, as the length of the spillway decreases, the height of the water blade on the spillway increases. In other words, decreasing the spillway length increases the height of the dam and its construction and design costs. In this study, the design and comparison of the performance of two glory spillways and lateral spillways have been considered. The results showed that for a given length for the drain edge of both types of spillways, the height of the water blade on the glory spillway is always higher than the lateral spillway. For example, when a 10,000-year-old flood occurs, it is about 8 m.
format Article
author Sukerta, Made
Chen, Tzu Chia
Mardizal, Jonni
Salih, Salih Mahmood
Zulkarnain, Isnaini
Islam, Md. Zahidul
Majeed, Mohammed Sabeeh
Mahdi, Ahmed Baseem
Ali Mutlak, Dhameer
Aravindhan, Surendar
author_facet Sukerta, Made
Chen, Tzu Chia
Mardizal, Jonni
Salih, Salih Mahmood
Zulkarnain, Isnaini
Islam, Md. Zahidul
Majeed, Mohammed Sabeeh
Mahdi, Ahmed Baseem
Ali Mutlak, Dhameer
Aravindhan, Surendar
author_sort Sukerta, Made
title Comparison of lateral spillway and morning glory spillway performance in flood control
title_short Comparison of lateral spillway and morning glory spillway performance in flood control
title_full Comparison of lateral spillway and morning glory spillway performance in flood control
title_fullStr Comparison of lateral spillway and morning glory spillway performance in flood control
title_full_unstemmed Comparison of lateral spillway and morning glory spillway performance in flood control
title_sort comparison of lateral spillway and morning glory spillway performance in flood control
publisher Institute of Technology and Life Sciences
publishDate 2022
url http://irep.iium.edu.my/98874/7/98874_Comparison%20of%20lateral%20spillway.pdf
http://irep.iium.edu.my/98874/13/98874_Comparison%20of%20lateral%20spillway_Scopus.pdf
http://irep.iium.edu.my/98874/
https://www.journals.pan.pl/jwld
_version_ 1739827887811330048
score 13.211869

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