#TITLE_ALTERNATIVE#

#TITLE_ALTERNATIVE#

A free surface flow on a terminated channel. This <br /> <br /> <br /> flow is uniform in far upstream and formed waterfall at the end of channel. This flow is supercritical. Flow's rate is described by Froude number F. An integral equation is used to modeled the flow. This...

Full description

Saved in:
Bibliographic Details
Main Author: AULIA AKBAR (NIM : 10106046); Dosen Pembimbing : Dr. L.H. Wiryanto, ADIL
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/14637
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:14637
spelling id-itb.:146372017-09-27T11:43:10Z#TITLE_ALTERNATIVE# AULIA AKBAR (NIM : 10106046); Dosen Pembimbing : Dr. L.H. Wiryanto, ADIL Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/14637 A free surface flow on a terminated channel. This <br /> <br /> <br /> flow is uniform in far upstream and formed waterfall at the end of channel. This flow is supercritical. Flow's rate is described by Froude number F. An integral equation is used to modeled the flow. This integral equation is formulated from governing equation by defining hodograph <br /> <br /> <br /> variable, corresponding to particle velocity along a stream line. Then, a system of non-linear equation is constructed from the integral equation. This system of equation is solved numerically to obtain profile of the <br /> <br /> <br /> flow. Numerical simulation can explained effect of flow's rate to waterfall shaped. 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 A free surface flow on a terminated channel. This <br /> <br /> <br /> flow is uniform in far upstream and formed waterfall at the end of channel. This flow is supercritical. Flow's rate is described by Froude number F. An integral equation is used to modeled the flow. This integral equation is formulated from governing equation by defining hodograph <br /> <br /> <br /> variable, corresponding to particle velocity along a stream line. Then, a system of non-linear equation is constructed from the integral equation. This system of equation is solved numerically to obtain profile of the <br /> <br /> <br /> flow. Numerical simulation can explained effect of flow's rate to waterfall shaped.
format Final Project
author AULIA AKBAR (NIM : 10106046); Dosen Pembimbing : Dr. L.H. Wiryanto, ADIL
spellingShingle AULIA AKBAR (NIM : 10106046); Dosen Pembimbing : Dr. L.H. Wiryanto, ADIL
#TITLE_ALTERNATIVE#
author_facet AULIA AKBAR (NIM : 10106046); Dosen Pembimbing : Dr. L.H. Wiryanto, ADIL
author_sort AULIA AKBAR (NIM : 10106046); Dosen Pembimbing : Dr. L.H. Wiryanto, ADIL
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/14637
_version_ 1820737274702200832

Similar Items