Cost-benefit analysis of sediment management in Sutami Dam, East Java, Indonesia

The impacts of global climate change (i.e. floods, sedimentation, etc.) have been recognized as the main threat of the sustainability of water resources infrastructures (i.e. dams, barrages, etc.). In the basin level, reservoir is the most susceptible infrastructure to the impacts, particularly to s...

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Main Author: Ardianto, Didik
Format: Thesis
Language:English
Published: 2011
Subjects:
Online Access:http://eprints.utm.my/id/eprint/36992/5/DidikArdiantoMFAB2011.pdf
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spelling my-utm-ep.369922018-05-27T08:15:48Z Cost-benefit analysis of sediment management in Sutami Dam, East Java, Indonesia 2011-07 Ardianto, Didik TH Building construction The impacts of global climate change (i.e. floods, sedimentation, etc.) have been recognized as the main threat of the sustainability of water resources infrastructures (i.e. dams, barrages, etc.). In the basin level, reservoir is the most susceptible infrastructure to the impacts, particularly to sedimentation. It will progressively reduce the reservoir storage and in many cases threatens the economic life of reservoir. Sediment management is one of the techniques to enhance the economic life of reservoir. However, most of sediment management projects were conducted based upon the necessity to remove the sediment only without considering the profitability of the project itself. Departing from economic analysis will cause some consequences to the project, such as project cost overrun and other budget-related problems. Thus, this study aims to determine the economic feasibility of sediment management project in Sutami dam by using the Cost-Benefit Analysis. Based upon several secondary data and assumptions, five (5) possible project alternatives were simulated in this study. The differences among those projects are on the method of sediment disposal and the volume of sediment dredged. The analysis found that among those alternatives, the most desirable project is alternative project 2, whereby the dredged sediment volume is 300,000 m3 per year using the off-stream sediment disposal method. This alternative has the largest B/C ratio (1.21) and the maximum net benefit (Rp. 7,780.3 million). The analysis also indicates that the changes in sediment disposal method and/or volume of sediment to be dredged will extremely raise the costs that cannot sufficiently recover by the benefits gained. A basic framework of the Cost-Benefit Analysis application in sediment management has been developed in this study. This framework is able to simplify the use of Cost- Benefit Analysis in determining the feasibility of sediment management in reservoirs, particularly those located in Brantas river basin. 2011-07 Thesis http://eprints.utm.my/id/eprint/36992/ http://eprints.utm.my/id/eprint/36992/5/DidikArdiantoMFAB2011.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Built Environment Faculty of Built Environment
institution Universiti Teknologi Malaysia
collection UTM Institutional Repository
language English
topic TH Building construction
spellingShingle TH Building construction
Ardianto, Didik
Cost-benefit analysis of sediment management in Sutami Dam, East Java, Indonesia
description The impacts of global climate change (i.e. floods, sedimentation, etc.) have been recognized as the main threat of the sustainability of water resources infrastructures (i.e. dams, barrages, etc.). In the basin level, reservoir is the most susceptible infrastructure to the impacts, particularly to sedimentation. It will progressively reduce the reservoir storage and in many cases threatens the economic life of reservoir. Sediment management is one of the techniques to enhance the economic life of reservoir. However, most of sediment management projects were conducted based upon the necessity to remove the sediment only without considering the profitability of the project itself. Departing from economic analysis will cause some consequences to the project, such as project cost overrun and other budget-related problems. Thus, this study aims to determine the economic feasibility of sediment management project in Sutami dam by using the Cost-Benefit Analysis. Based upon several secondary data and assumptions, five (5) possible project alternatives were simulated in this study. The differences among those projects are on the method of sediment disposal and the volume of sediment dredged. The analysis found that among those alternatives, the most desirable project is alternative project 2, whereby the dredged sediment volume is 300,000 m3 per year using the off-stream sediment disposal method. This alternative has the largest B/C ratio (1.21) and the maximum net benefit (Rp. 7,780.3 million). The analysis also indicates that the changes in sediment disposal method and/or volume of sediment to be dredged will extremely raise the costs that cannot sufficiently recover by the benefits gained. A basic framework of the Cost-Benefit Analysis application in sediment management has been developed in this study. This framework is able to simplify the use of Cost- Benefit Analysis in determining the feasibility of sediment management in reservoirs, particularly those located in Brantas river basin.
format Thesis
qualification_level Master's degree
author Ardianto, Didik
author_facet Ardianto, Didik
author_sort Ardianto, Didik
title Cost-benefit analysis of sediment management in Sutami Dam, East Java, Indonesia
title_short Cost-benefit analysis of sediment management in Sutami Dam, East Java, Indonesia
title_full Cost-benefit analysis of sediment management in Sutami Dam, East Java, Indonesia
title_fullStr Cost-benefit analysis of sediment management in Sutami Dam, East Java, Indonesia
title_full_unstemmed Cost-benefit analysis of sediment management in Sutami Dam, East Java, Indonesia
title_sort cost-benefit analysis of sediment management in sutami dam, east java, indonesia
granting_institution Universiti Teknologi Malaysia, Faculty of Built Environment
granting_department Faculty of Built Environment
publishDate 2011
url http://eprints.utm.my/id/eprint/36992/5/DidikArdiantoMFAB2011.pdf
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