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Water flow in an inclined open channel often causes roll wave phenomenon. This phenomenon looks as if the surface slides down or falls. Here we study the flow in an inclined channel using the Saint Venant equation. This equation consists of continuity equation and momentum equation. By observing the...

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Main Author: PRATIWI (NIM 10105083), NOVITA
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/11073
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:11073
spelling id-itb.:110732017-09-27T11:43:08Z#TITLE_ALTERNATIVE# PRATIWI (NIM 10105083), NOVITA Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/11073 Water flow in an inclined open channel often causes roll wave phenomenon. This phenomenon looks as if the surface slides down or falls. Here we study the flow in an inclined channel using the Saint Venant equation. This equation consists of continuity equation and momentum equation. By observing the uniform condition with monochromatic wave disturbance, we will find a relation between the slope and bottom friction that causes roll wave. Analytical study using the linearized Saint Venant Equation shows that if the angle of the channel is larger than four times bottom friction, the monochromatic wave will be unstable and roll wave will appear. In terms of current, instability will occur if the current is larger than two times the speed linear wave. Numerically we apply the flux vector splitting method to the linearized Saint Venant equation. Numerical simulation using a set of parameters that satisfies stability gives the evolution of a monochromatic wave running to the right as a stable wave. For a simulation using a set of parameters that leads to instability, roll wave phenomenon does not appear yet. 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 Water flow in an inclined open channel often causes roll wave phenomenon. This phenomenon looks as if the surface slides down or falls. Here we study the flow in an inclined channel using the Saint Venant equation. This equation consists of continuity equation and momentum equation. By observing the uniform condition with monochromatic wave disturbance, we will find a relation between the slope and bottom friction that causes roll wave. Analytical study using the linearized Saint Venant Equation shows that if the angle of the channel is larger than four times bottom friction, the monochromatic wave will be unstable and roll wave will appear. In terms of current, instability will occur if the current is larger than two times the speed linear wave. Numerically we apply the flux vector splitting method to the linearized Saint Venant equation. Numerical simulation using a set of parameters that satisfies stability gives the evolution of a monochromatic wave running to the right as a stable wave. For a simulation using a set of parameters that leads to instability, roll wave phenomenon does not appear yet.
format Final Project
author PRATIWI (NIM 10105083), NOVITA
spellingShingle PRATIWI (NIM 10105083), NOVITA
#TITLE_ALTERNATIVE#
author_facet PRATIWI (NIM 10105083), NOVITA
author_sort PRATIWI (NIM 10105083), NOVITA
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/11073
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