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This final project studies fluid flow on an inclined open channel. Based on the conservation of mass and the momentum equation, we derive the governing equation. The equation is known as the Saint-Venant equation. We study two particular cases. The first case is flow on an inclined plane, and the se...

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Main Author: (NIM 10101050), FADLY
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/10386
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:10386
spelling id-itb.:103862017-09-27T11:43:05Z#TITLE_ALTERNATIVE# (NIM 10101050), FADLY Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/10386 This final project studies fluid flow on an inclined open channel. Based on the conservation of mass and the momentum equation, we derive the governing equation. The equation is known as the Saint-Venant equation. We study two particular cases. The first case is flow on an inclined plane, and the second case is flow on a channel. The difference between those two is only on the wetted perimeter p. Wetted perimeter is propotional with the contact area between fluid and the boundary. This perimeter p will determine the magnitude of the drag force, in the first case p is the width of the plane, but in the second case p is the width plus twice of the heigth. Finite difference approximation is applied to the equation and several simulations are presented. We simulate the case of opening a water gate, and the evolution of monochromatic wave. 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
description This final project studies fluid flow on an inclined open channel. Based on the conservation of mass and the momentum equation, we derive the governing equation. The equation is known as the Saint-Venant equation. We study two particular cases. The first case is flow on an inclined plane, and the second case is flow on a channel. The difference between those two is only on the wetted perimeter p. Wetted perimeter is propotional with the contact area between fluid and the boundary. This perimeter p will determine the magnitude of the drag force, in the first case p is the width of the plane, but in the second case p is the width plus twice of the heigth. Finite difference approximation is applied to the equation and several simulations are presented. We simulate the case of opening a water gate, and the evolution of monochromatic wave.
format Final Project
author (NIM 10101050), FADLY
spellingShingle (NIM 10101050), FADLY
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author_facet (NIM 10101050), FADLY
author_sort (NIM 10101050), FADLY
title #TITLE_ALTERNATIVE#
title_short #TITLE_ALTERNATIVE#
title_full #TITLE_ALTERNATIVE#
title_fullStr #TITLE_ALTERNATIVE#
title_full_unstemmed #TITLE_ALTERNATIVE#
title_sort #title_alternative#
url https://digilib.itb.ac.id/gdl/view/10386
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