ANALISIS WAKTU PERJALANAN BANJIR SUNGAI BENGAWAN SOLO

Almost every year, flood phenomenons occur in Bengawan Solo watershed. The length of Bengawan Solo river which reached about 600 kms causing the water travel from upstream to downstream in Bengawan Solo river takes hours to days. Therefore, the information of flood travel time from upstream to downs...

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Main Authors: , Muhammad Arwan F.A, , Dr. Ir. Istiarto, M.Eng.
Format: Thesis
Published: [Yogyakarta] : Universitas Gadjah Mada 2014
Subjects:
ETD
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author , Muhammad Arwan F.A
, Dr. Ir. Istiarto, M.Eng.,
author_facet , Muhammad Arwan F.A
, Dr. Ir. Istiarto, M.Eng.,
author_sort , Muhammad Arwan F.A
collection UGM
description Almost every year, flood phenomenons occur in Bengawan Solo watershed. The length of Bengawan Solo river which reached about 600 kms causing the water travel from upstream to downstream in Bengawan Solo river takes hours to days. Therefore, the information of flood travel time from upstream to downstream is important to know for mitigating floods. There are two analysis in this research, hydrological and hydraulics analysis. Hydrological analysis was conducted in order to transform rain into discharge in tributaries. Hydraulics analysis is done by simulation using HEC-RAS software version 4.1.0. Simulations are carried out with three scenarios based on three cases of flooding. The flood flow derive from the Upper Solo River, Madiun River, and from both. The simulation shows significant differences of flood travel time between these three simulation scenarios. For example, the flood travel time of Bengawan Solo River from Colo Weir (upstream) to Floodway Junction (downstream) which is about 400 miles was 61 hours in Scenario 1, 60 hours in Scenario 2, and 50 hours in Scenario 3.
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spelling oai:generic.eprints.org:1334402016-03-04T08:02:29Z https://repository.ugm.ac.id/133440/ ANALISIS WAKTU PERJALANAN BANJIR SUNGAI BENGAWAN SOLO , Muhammad Arwan F.A , Dr. Ir. Istiarto, M.Eng., ETD Almost every year, flood phenomenons occur in Bengawan Solo watershed. The length of Bengawan Solo river which reached about 600 kms causing the water travel from upstream to downstream in Bengawan Solo river takes hours to days. Therefore, the information of flood travel time from upstream to downstream is important to know for mitigating floods. There are two analysis in this research, hydrological and hydraulics analysis. Hydrological analysis was conducted in order to transform rain into discharge in tributaries. Hydraulics analysis is done by simulation using HEC-RAS software version 4.1.0. Simulations are carried out with three scenarios based on three cases of flooding. The flood flow derive from the Upper Solo River, Madiun River, and from both. The simulation shows significant differences of flood travel time between these three simulation scenarios. For example, the flood travel time of Bengawan Solo River from Colo Weir (upstream) to Floodway Junction (downstream) which is about 400 miles was 61 hours in Scenario 1, 60 hours in Scenario 2, and 50 hours in Scenario 3. [Yogyakarta] : Universitas Gadjah Mada 2014 Thesis NonPeerReviewed , Muhammad Arwan F.A and , Dr. Ir. Istiarto, M.Eng., (2014) ANALISIS WAKTU PERJALANAN BANJIR SUNGAI BENGAWAN SOLO. UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=74109
spellingShingle ETD
, Muhammad Arwan F.A
, Dr. Ir. Istiarto, M.Eng.,
ANALISIS WAKTU PERJALANAN BANJIR SUNGAI BENGAWAN SOLO
title ANALISIS WAKTU PERJALANAN BANJIR SUNGAI BENGAWAN SOLO
title_full ANALISIS WAKTU PERJALANAN BANJIR SUNGAI BENGAWAN SOLO
title_fullStr ANALISIS WAKTU PERJALANAN BANJIR SUNGAI BENGAWAN SOLO
title_full_unstemmed ANALISIS WAKTU PERJALANAN BANJIR SUNGAI BENGAWAN SOLO
title_short ANALISIS WAKTU PERJALANAN BANJIR SUNGAI BENGAWAN SOLO
title_sort analisis waktu perjalanan banjir sungai bengawan solo
topic ETD
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AT driristiartomeng analisiswaktuperjalananbanjirsungaibengawansolo