Skripsi

SIMULASI MODEL DAM BREAK SATU DIMENSI PADA SALURAN TERBUKA DENGAN METODE NUMERIK BEDA HINGGA

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Penilaian

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Dams are hydraulic structures that have a high risk of natural disasters. This can be caused by several factors such as overflow, foundation defects, or leakage. Mitigation efforts are carried out through various methods including mathematical modeling of dam break scenarios. This mathematical modeling is performed to evaluate the fluid flow that occurs and analyze the likelihood of a disaster. The Shallow Water Equations, derived by Adhemar Jean Claude Barre de Saint-Venant, are the general equations used in mathematical modeling of dam break scenarios. These equations are solved using superior numerical methods in terms of computation, such as the Finite Difference Method with Collocation Grid (Crowhurst-Li FDM), Lax-Friedrichs method, and MacCormack method. These numerical methods can be performed using MATLAB programs. The output obtained includes water surface elevation and fluid velocity graphs. It was found that the MacCormack finite difference method provided more accurate results in solving dam break scenarios.

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Availability

Inventory Code	Barcode	Call Number	Location	Status
2307001605	T96891	T968912023	Central Library (Referens)	Available but not for loan - Not for Loan

Detail Information

Series Title

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Call Number

T968912023

Publisher

Indralaya : Prodi Teknik Sipil, Jurusan Teknik Sipil dan Perancangan, Fakultas Teknik Universitas Sriwijaya., 2023

Collation

xvi, 88 hlm.; Ilus.; 29 cm

Language

Indonesia

ISBN/ISSN

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Classification

624.07

Content Type

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Media Type

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Carrier Type

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Edition

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Subject(s)

Teknik Sipil

Specific Detail Info

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Statement of Responsibility

PITRIA

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