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Decision Analysis of Alternative River Debris to Landfill Transportation Systems in Jakarta

*Mega Mutiara Sari  -  Department of Environmental Engineering, Faculty of Infrastructure Planning, Universitas Pertamina, Indonesia
Takanobu Inoue  -  Department of Architecture and Civil Engineering, Toyohashi University of Technology,, Japan
Regil Kentaurus Harryes  -  Faculty of Vocational Studies, Universitas Pertahanan Indonesia, Indonesia
Shigeru Kato  -  Department of Architecture and Civil Engineering, Toyohashi University of Technology, Japan
Iva Yenis Septiariva  -  Study Program of Civil Engineering, Faculty of Engineering, Universitas Sebelas Maret, Indonesia
Sapta Suhardono  -  Department of Environmental Science, Faculty of Mathematics and Natural Sciences, Universitas Sebelas Maret, Indonesia
Suprihanto Notodarmojo  -  Department of Environmental Engineering, Faculty of Civil and Environmental Engineering, Institut Teknologi Bandung, Indonesia
Kevin Foggy Delu  -  Department of Environmental Engineering, Faculty of Infrastructure Planning, Universitas Pertamina, Indonesia
I Wayan Koko Suryawan  -  Department of Environmental Engineering, Faculty of Infrastructure Planning, Universitas Pertamina, Indonesia
Received: 14 Feb 2022; Published: 28 Feb 2022.
Editor(s): Rukuh Setiadi, Ph.D
Open Access Copyright (c) 2022 The Indonesian Journal of Planning and Development
Creative Commons License This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.

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Abstract

River debris in Jakarta is generated in several locations by conventional transportation. Waste transportation with traditional models is usually not time-efficient, primarily when river debris is generated every time. Transport systems that can be used for river debris include compactor systems, pre-compactor systems, and baller systems. This research uses literature study and secondary data in determining alternatives. Meanwhile, the alternative selection was carried out using the Multi-Criteria Decision Making (MCDM) method. This study uses four criteria for selecting alternatives: initial capital, type of transport container, operation and maintenance, and processing capability. The utility value of waste transportation with compaction and pre-compacting systems does not significantly have utility values of 0.722 and 0.833, respectively. At the same time, the baller system has a utility value of 0.222. This shows that the compacted system is more suitable to be applied to SPA river debris in Jakarta. The presence of a pr-compactor can also reduce the water content in-river debris.

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Keywords: baller system; compactor system; decision analysis; pre-compactor system; river debris

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