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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...

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التفاصيل البيبلوغرافية
المؤلف الرئيسي:	AULIA AKBAR (NIM : 10106046); Dosen Pembimbing : Dr. L.H. Wiryanto, ADIL
التنسيق:	Final Project
اللغة:	Indonesia
الوصول للمادة أونلاين:	https://digilib.itb.ac.id/gdl/view/14637
الوسوم:	إضافة وسم لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
المؤسسة:	Institut Teknologi Bandung
اللغة:	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
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