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

• Autorzy: Sukerta I Made , Chen Tzu-Chia , Mardizal Jonni , Salih Salih Mahmood , Zulkarnain Isnaini , Islam Md Zahidul , Majeed Mohammed Sabeeh , Mahdi Ahmed Baseem , Mutlak Dhameer Ali , Aravindhan Surendar

Identyfikatory

DOI

10.24425/jwld.2022.140796

• Języki publikacji: EN

Abstrakty

EN

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.

Słowa kluczowe

EN

flood risk management; lateral spillway; glory spillway; spillway design

• Wydawca: Wydawnictwo ITP
• Czasopismo: Journal of Water and Land Development
• Rocznik: 2022
• Tom: no. 53
• Strony: 187--191
• Opis fizyczny: Bibliogr. 20 poz., tab., wykr.

Twórcy

autor

Sukerta I Made

• Universitas Mahasaraswati Denpasar, Agriculture and Business Faculty, JL. Kamboja 11A, Denpasar, Bali, 80361, Indonesia

• https://orcid.org/0000-0002-9896-6481

autor

Chen Tzu-Chia

• Ming Chi University of Technology, Department of Industrial Engineering and Management, New Taipei City, Taiwan

• https://orcid.org/0000-0002-2942-7839

autor

Mardizal Jonni

• Universitas Negeri Padang, Faculty of Engineering, Padang, Indonesia

autor

Salih Salih Mahmood

• University of Anbar, Upper Euphrates Basin Developing Center, Ramadi, Iraq

• https://orcid.org/0000-0001-9173-2546

autor

Zulkarnain Isnaini

• Universitas Muhammadiyah Kalimantan Timur, Faculty of Science and Technology, Department of Civil Engineering, Samarinda, Indonesia

• https://orcid.org/0000-0003-2830-2142

autor

Islam Md Zahidul

• International Islamic University Malaysia, Ahmad Ibrahim Kulliyyah of Laws, Civil Law Department, Kuala Lumpur, Malaysia

• https://orcid.org/0000-0002-8072-7896

autor

Majeed Mohammed Sabeeh

• Al-Manara College for Medical Sciences, Maysan, Iraq

• https://orcid.org/0000-0003-3243-3209

autor

Mahdi Ahmed Baseem

• Al-Mustaqbal University College, Anesthesia Techniques Department, Babylon, Iraq

• https://orcid.org/0000-0003-3914-4389

autor

Mutlak Dhameer Ali

• Al-Nisour University College, Radiology and Sonar Techniques Department, Baghdad, Iraq

• https://orcid.org/0000-0002-5239-4131

autor

Aravindhan Surendar

• Saveetha University, Department of Pharmocology, Chennai, India

• https://orcid.org/0000-0002-2421-9192

Bibliografia

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Uwagi

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).