PEMODELAN ALIRAN UNSTEADY FLOW 1D UNTUK ANALISIS ROUTING BANJIR DI FLUME DENGAN METODE KARAKTERISTIK

Flood routing numerical model aims to predict the flood wave propagation behavior in unsteady flow field. Understanding of numerical techniques applied to the hydraulic computation is very supportive to advance flood warning systems and flood control in Indonesia. This study attempted to model the u...

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Main Authors: , GURAWAN DJATI WIBOWO, , Dr. Ir. Istiarto, M.Eng.
Format: Theses and Dissertations NonPeerReviewed
Published: [Yogyakarta] : Universitas Gadjah Mada 2014
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Online Access:https://repository.ugm.ac.id/134627/
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spelling id-ugm-repo.1346272016-03-04T07:56:36Z https://repository.ugm.ac.id/134627/ PEMODELAN ALIRAN UNSTEADY FLOW 1D UNTUK ANALISIS ROUTING BANJIR DI FLUME DENGAN METODE KARAKTERISTIK , GURAWAN DJATI WIBOWO , Dr. Ir. Istiarto, M.Eng. ETD Flood routing numerical model aims to predict the flood wave propagation behavior in unsteady flow field. Understanding of numerical techniques applied to the hydraulic computation is very supportive to advance flood warning systems and flood control in Indonesia. This study attempted to model the unsteady flow with one of the 1D numerical method, the method of characteristics. The simulation model will be applied in case of a flood wave propagation in the flume. 1 D flow modeling to simulate flood wave propagation in the flume, the flume length 9.0m, manning coefficient = 0:01 m1/3.s, flume width of 40 cm, So = 0.0001 and the upper boundary condition is a flood that has be set as well as the author of the downstream boundary condition is critical flow (waterfall). The results of this study indicate that for stage time (�t = 0:25 s) flood routing results of a calculation condition is unstable, with the Courant number (Cr) ranging from 0.9902 s / d 1.6865. While the routing results in �t= 0:22 s, �t= 0.20 s, �t = 0:18s also showed numerical instability. In general, discharge oscillation occurs routing routing and water depth, especially on cross section 10, 15, 20 and 30. The result running model hydraulic with �t = 0:14 s shows that all of cross section is stable (cross section 1 s/d 46)..The difference between the flood peak with computer program running �t = 0.16s to 0.14s �t largest of 1,30% (on cross section 5) and the smallest on the cross section 10 of -0.10% . Keywords: method of characteristics, flood routing, numerical stability [Yogyakarta] : Universitas Gadjah Mada 2014 Thesis NonPeerReviewed , GURAWAN DJATI WIBOWO and , Dr. Ir. Istiarto, M.Eng. (2014) PEMODELAN ALIRAN UNSTEADY FLOW 1D UNTUK ANALISIS ROUTING BANJIR DI FLUME DENGAN METODE KARAKTERISTIK. UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=77584
institution Universitas Gadjah Mada
building UGM Library
country Indonesia
collection Repository Civitas UGM
topic ETD
spellingShingle ETD
, GURAWAN DJATI WIBOWO
, Dr. Ir. Istiarto, M.Eng.
PEMODELAN ALIRAN UNSTEADY FLOW 1D UNTUK ANALISIS ROUTING BANJIR DI FLUME DENGAN METODE KARAKTERISTIK
description Flood routing numerical model aims to predict the flood wave propagation behavior in unsteady flow field. Understanding of numerical techniques applied to the hydraulic computation is very supportive to advance flood warning systems and flood control in Indonesia. This study attempted to model the unsteady flow with one of the 1D numerical method, the method of characteristics. The simulation model will be applied in case of a flood wave propagation in the flume. 1 D flow modeling to simulate flood wave propagation in the flume, the flume length 9.0m, manning coefficient = 0:01 m1/3.s, flume width of 40 cm, So = 0.0001 and the upper boundary condition is a flood that has be set as well as the author of the downstream boundary condition is critical flow (waterfall). The results of this study indicate that for stage time (�t = 0:25 s) flood routing results of a calculation condition is unstable, with the Courant number (Cr) ranging from 0.9902 s / d 1.6865. While the routing results in �t= 0:22 s, �t= 0.20 s, �t = 0:18s also showed numerical instability. In general, discharge oscillation occurs routing routing and water depth, especially on cross section 10, 15, 20 and 30. The result running model hydraulic with �t = 0:14 s shows that all of cross section is stable (cross section 1 s/d 46)..The difference between the flood peak with computer program running �t = 0.16s to 0.14s �t largest of 1,30% (on cross section 5) and the smallest on the cross section 10 of -0.10% . Keywords: method of characteristics, flood routing, numerical stability
format Theses and Dissertations
NonPeerReviewed
author , GURAWAN DJATI WIBOWO
, Dr. Ir. Istiarto, M.Eng.
author_facet , GURAWAN DJATI WIBOWO
, Dr. Ir. Istiarto, M.Eng.
author_sort , GURAWAN DJATI WIBOWO
title PEMODELAN ALIRAN UNSTEADY FLOW 1D UNTUK ANALISIS ROUTING BANJIR DI FLUME DENGAN METODE KARAKTERISTIK
title_short PEMODELAN ALIRAN UNSTEADY FLOW 1D UNTUK ANALISIS ROUTING BANJIR DI FLUME DENGAN METODE KARAKTERISTIK
title_full PEMODELAN ALIRAN UNSTEADY FLOW 1D UNTUK ANALISIS ROUTING BANJIR DI FLUME DENGAN METODE KARAKTERISTIK
title_fullStr PEMODELAN ALIRAN UNSTEADY FLOW 1D UNTUK ANALISIS ROUTING BANJIR DI FLUME DENGAN METODE KARAKTERISTIK
title_full_unstemmed PEMODELAN ALIRAN UNSTEADY FLOW 1D UNTUK ANALISIS ROUTING BANJIR DI FLUME DENGAN METODE KARAKTERISTIK
title_sort pemodelan aliran unsteady flow 1d untuk analisis routing banjir di flume dengan metode karakteristik
publisher [Yogyakarta] : Universitas Gadjah Mada
publishDate 2014
url https://repository.ugm.ac.id/134627/
http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=77584
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