Simulating Dam-break Over An Erodible Embankment Using SWE-Exner Model and Semi-implicit Staggered Scheme
MAKOTO DAIWA AMBARA
Informasi Umum
Kode
18.04.1096
Klasifikasi
004 - Data processing, Computer science
Jenis
Karya Ilmiah - Skripsi (S1) - Reference
Subjek
Simulation Methods
Dilihat
134 kali
Informasi Lainnya
Abstraksi
The impact of a dam-break wave on an erodible embankment with a steep slope has been studied recently using both experimental and numerical approaches. In this paper, the semi-implicit staggered scheme for approximating the Shallow Water Equation - Exner model will be elaborated to describe the erodible embankment (in the form of sediment) on a steep slope. This scheme is known as a robust scheme to approximate shallow water-Exner model. The results are shown in a good agreement with the experimental data. The comparisons of numerical results with data experiment using slopes \Phi=59.04^o and \Phi=41.42^o by coefficient of Grass formula Ag=2 \times 10^-5 and Ag=10^-5 respectively are found the closest results to the experiment. This paper can be seen as the additional validation of semi-implicit staggered scheme in the paper of Gunawan, et al (2015).
- CNH2B4 - KOMPUTASI NUMERIK
- CNH3C3 - PERSAMAAN DIFERENSIAL PARSIAL
- CNH4C3 - SAINS KOMPUTASI UNTUK TEKNIK
- CCH4B4 - TUGAS AKHIR
- CNH3B3 - VISUALISASI SAINTIFIK
- CII4E4 - TUGAS AKHIR
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Koleksi & Sirkulasi
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Pengarang
| Nama | MAKOTO DAIWA AMBARA |
| Jenis | Perorangan |
| Penyunting | Putu Harry Gunawan |
| Penerjemah |
Penerbit
| Nama | Universitas Telkom |
| Kota | Bandung |
| Tahun | 2018 |
Sirkulasi
| Harga sewa | IDR 0,00 |
| Denda harian | IDR 0,00 |
| Jenis | Non-Sirkulasi |
