SOLUSI ANALITIK PENYEBARAN SEDIMEN PADA PERAIRAN TIDAK BERARUS DAN SALURAN ANULAR
<b>Abstract :</b><p align="justify"> <br /> Sediment transport equation may be solved numerically using various methods, such as finite difference, finite element, etc. These solutions are subject to error which depends on many factors. The accuracy of the method m...
Saved in:
Main Author: | |
---|---|
Format: | Theses |
Language: | Indonesia |
Subjects: | |
Online Access: | https://digilib.itb.ac.id/gdl/view/4946 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
id |
id-itb.:4946 |
---|---|
spelling |
id-itb.:49462006-06-30T10:56:31ZSOLUSI ANALITIK PENYEBARAN SEDIMEN PADA PERAIRAN TIDAK BERARUS DAN SALURAN ANULAR Irfan Sitanggang (NIM 25097069), Khairil Teknik (Rekayasa, enjinering dan kegiatan berkaitan) Indonesia Theses Sediment, Transport, Analitical solutions INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/4946 <b>Abstract :</b><p align="justify"> <br /> Sediment transport equation may be solved numerically using various methods, such as finite difference, finite element, etc. These solutions are subject to error which depends on many factors. The accuracy of the method must be assessed in order the solution to be considered valid. <br /> <p align="justify">Two analytical solutions, namely the sediment deposition process at "no-current" water body and sediment transport at anular channel are pre-sented. Both are affected by the advection and diffusion type processes. These solutions can be used as a numerical model test. <br /> <p align="justify">Using them, several numerical solutions of sediment transport equation, i.e. the FTCS, Upwind, Leonard and Crank Nicolson finite difference method, including the LAPI-ITB numerical model, were examined. <br /> text |
institution |
Institut Teknologi Bandung |
building |
Institut Teknologi Bandung Library |
continent |
Asia |
country |
Indonesia Indonesia |
content_provider |
Institut Teknologi Bandung |
collection |
Digital ITB |
language |
Indonesia |
topic |
Teknik (Rekayasa, enjinering dan kegiatan berkaitan) |
spellingShingle |
Teknik (Rekayasa, enjinering dan kegiatan berkaitan) Irfan Sitanggang (NIM 25097069), Khairil SOLUSI ANALITIK PENYEBARAN SEDIMEN PADA PERAIRAN TIDAK BERARUS DAN SALURAN ANULAR |
description |
<b>Abstract :</b><p align="justify"> <br />
Sediment transport equation may be solved numerically using various methods, such as finite difference, finite element, etc. These solutions are subject to error which depends on many factors. The accuracy of the method must be assessed in order the solution to be considered valid. <br />
<p align="justify">Two analytical solutions, namely the sediment deposition process at "no-current" water body and sediment transport at anular channel are pre-sented. Both are affected by the advection and diffusion type processes. These solutions can be used as a numerical model test. <br />
<p align="justify">Using them, several numerical solutions of sediment transport equation, i.e. the FTCS, Upwind, Leonard and Crank Nicolson finite difference method, including the LAPI-ITB numerical model, were examined. <br />
|
format |
Theses |
author |
Irfan Sitanggang (NIM 25097069), Khairil |
author_facet |
Irfan Sitanggang (NIM 25097069), Khairil |
author_sort |
Irfan Sitanggang (NIM 25097069), Khairil |
title |
SOLUSI ANALITIK PENYEBARAN SEDIMEN PADA PERAIRAN TIDAK BERARUS DAN SALURAN ANULAR |
title_short |
SOLUSI ANALITIK PENYEBARAN SEDIMEN PADA PERAIRAN TIDAK BERARUS DAN SALURAN ANULAR |
title_full |
SOLUSI ANALITIK PENYEBARAN SEDIMEN PADA PERAIRAN TIDAK BERARUS DAN SALURAN ANULAR |
title_fullStr |
SOLUSI ANALITIK PENYEBARAN SEDIMEN PADA PERAIRAN TIDAK BERARUS DAN SALURAN ANULAR |
title_full_unstemmed |
SOLUSI ANALITIK PENYEBARAN SEDIMEN PADA PERAIRAN TIDAK BERARUS DAN SALURAN ANULAR |
title_sort |
solusi analitik penyebaran sedimen pada perairan tidak berarus dan saluran anular |
url |
https://digilib.itb.ac.id/gdl/view/4946 |
_version_ |
1820663542285598720 |