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P D K Utami[1]*, A W H Suharsono2, D Harlan2, M Farid2, F I W Rohmat2, E O Nuadagroho2, A Mardiyono3
1 Master’s Program in Water Resources Management, Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Jl. Ganesha 10 Bandung, Indonesia, 40132
2Water Resources Engineering Research Group, Study Program of Civil Engineering, Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Jl. Ganesha 10 Bandung, Indonesia 40132
3Public Company Jasa Tirta II, Jl. Lurah Kawi No. 1 Jatiluhur, Purwakarta, Jawa Barat 41152
[1]* Corresponding author’s email: [email protected]
DOI: https://doi.org/10.20885/icsbe.vol2.art20
ABSTRACT
West Java has three cascade reservoirs namely Saguling, Cirata, and Ir. H. Juanda (Jatiluhur). This research was conducted to describe water availability using the stochastic method (ARIMA with RStudio) and to simulate future reservoir operating guidelines. The operating guidelines used for these three reservoirs are based on the modified SNI Pd T-21-2004-A for three conditions, dry, normal, and wet. The 1974 – 2018 Nanjung Station historical discharge data are used. From the preliminary test results, the possible model is ARIMA (1,0,0) (1,0,1) (12) and obtained correlation value of 0.51 and NSE value of 0.084. Forecasting is done for the next 5 years. The equation = 6.4368 + 0.5593. −1 + 0.999. −12 + − 0.9723−12 is obtained and the results have not been able to describe the peak discharge. Dependable discharge is calculated for each condition. From the results of the calculation of the operating guidelines, there is a shortage in November 2020, but the available discharge is still sufficient for PJT II needs. The Jatiluhur Reservoir is hard to be full in June, so it is designed so that the reservoir will be closer to full in May. The water shortage in the calculation of the reservoir operating guidelines happens due to forecasted result that has not been able to describe the peak discharge. Although there are differences, in general the energy produced increases because the water elevation is maintained stable, and the discharge flow is not that different from data in the operating guidelines plan.
Keywords: Stochastic Model, Cascade, Reservoir
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Mokoagow I 2012 Kajian Operasi Waduk Saguling. Bandung: Skripsi ITB
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C Utomo[1]*, Y Rahmawati2 , Aqsha3
1 Institut Teknologi Sepuluh Nopember
2 Universitas Gadjah Mada
3 Institut Teknologi Bandung
[1]* Corresponding author’s email: [email protected]
DOI: https://doi.org/10.20885/icsbe.vol2.art20
ABSTRACT
Connected construction is open communication between technologies. It is the most advanced form of technology today in the field of construction. Currently, modeling technology has been developed to help in understanding the design and building management strategies and decisions. Although it has been very advanced, it still has weaknesses in the shared system, as well as in building system products and stakeholders. Automation technology creates reliable control in connected construction processes that drive cost-efficiency. It process integrates building design, construction, and operations and also integrates developers, construction players, and building system manufacturing industries. This paper aims to present a concept of an automated support system that allows automated design decisions and management as a control of the connected construction. A Multi-Agent System (MAS) is applied to provide an appropriate decentralized approach to the characteristics of fragmentation in construction. As the result, the method covers 19 functionalities. The solution is more optimal and gives efficiency and effectiveness to deal with changing circumstances and problem-solving where data, expertise, and control are distributed.
Keywords: Building energy system, construction, conceptual idea
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E Wardhani[1]*, M R Pratama1
1 Environmental Engineering Study Program, Faculty of Civil Engineering and Planning, National Institute of Technology, Bandung, Indonesia
[1]* Corresponding author’s email: [email protected]
DOI: https://doi.org/10.20885/icsbe.vol2.art18
ABSTRACT
Cimanuk River water is the main raw water source in West Java Province. The quality of the water must be maintained so that it can be useful in the long term. Cimanuk River water is planned to be a source of raw water for clean water services in the West Java Region. Based on this, it is necessary to know the quality of this river water. This study aims to calculate the water and sediment pollution index considering that there is a strong relationship between the water column and sediment in the river. The research method uses the Pollution Index method to determine the water pollution index and the Contamination Factor and Metal Pollution Index to assess the quality of sediment due to heavy metal pollution. . There are 6 (six) parameters that do not meet the quality standards, namely: BOD5, COD, Total Ammonia (NH3-N), Sulfur as H2S, Free Chlorine (Cl2), and Copper (Cu). Sources of pollution are predicted to come from domestic and agricultural activities in the Cimanuk river basin. The results of the analysis of sediment quality using the Contamination Factor method showed that the sediment of the Cimanuk River was polluted with heavy metals Cadmium and Copper with a very high category. Based on the results of calculations using the Metal Pollution Index method, it was concluded that the sediment of the Cimanuk River was polluted with heavy metals.
Keywords: Cimanjuk, River, Sediment, Water, Quality
REFERENCES
Detail Engineering Report Cimanuk Raw Water System Balai Besar Wilayah Sungai Cimanuk Cisanggarung
Wardhani, E., Primalaksono, Y. (2022). Pollutant Index Method in Determining the Water Quality Status of the Cimahi River in West Bandung Regency. IOP Conference Series: Earth and Environmental Sciencethis link is disabled, 2022, 999(1), 012025
Dhanakumar S, G. Solaraj, R. Mohanraj. (2015): Heavy metal partitioning in sediments and bioaccumulation in commercial fish species of thre emajor reservoirs of river Cauvery delta region, India, Ecotoxicology and Environmental Safety, 113:145-151.
Eka, W., Suprihanto, N., Dwina, R. (2018) Assessment of Heavy Metal Contamination in Saguling Reservoir Water West Java Province Indonesia. E3S Web of Conferences, 2018, 73, 06009
Zahra A, Hashmi M.Z, Malik R.N, Ahmed Z. (2013): Enrichment and geo-accumulation of heavymetals and risk assessment of sediments of the Kurang Nallah-feeding tributary ofthe Rawal Lake Reservoir, Pakistan. Sci Total Environ, 470-471C:925-33.
Wardhani, E., Roosmini, D., Notodarmojo, S. (2021). Calculation of heavy metals pollution load enters to Saguling dam West Java Province. IOP Conference Series: Earth and Environmental Sciencethis link is disabled, 2021, 802(1), 012032
Keputusan Menteri Lingungan Hidup Nomor 115 Tahun 2003 tentang pedoman penentuan status mutu air dengan metode indeks pencemaran
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Standar nasional Indonesia Nomor 6989.57-2008 tentang air dan air limbah-bagian 57: metoda pengambilan contoh air permukaan.
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I A R Widhiawati[1]*, N M A Wiryasa2 , D K Sudarsana3 , and K D Harmayani4
1 Doctor of Engineering Study Program, Udayana University, Denpasar, 80361, Bali, Indonesia
2,3,4 Department of Doctoral Program, Faculty of Engineering, Udayana University, Denpasar, 80361, Bali, Indonesia
[1]* Corresponding author’s email: [email protected]
DOI: https://doi.org/10.20885/icsbe.vol2.art17
ABSTRACT
Denpasar Sewerage Development Project (DSDP) is a domestic wastewater network development project that serves Denpasar City, Sanur Area, and Kuta Area. Built from soft loans from the Japanese Government, the State Budget, the Regional Revenue and Expenditure Budget for the Province of Bali, Denpasar City, and Badung Regency. The total cost is 11,404 million JPY and IDR 193.25 billion. There are Waste Water Treatment Plant (WWTP) in Suwung, the main network, pump houses in Sanur and Kuta. The domestic wastewater management system is a basic service provided by the government, but requires community participation in retribution payments for service rendered for its operation and maintenance. The amount of the levy is determined in the service tariff based on the basic cost, waste water source, type of activity, and customer classification according to the volume of wastewater generated, so that the service tariff is different for each customer classification. The base cost is determined from the previous year’s actual costs and processing capacity. The average costs for 2017-2021 are IDR 14,465 billion. The capacity of the centralized wastewater treatment plant is 51,000 m3/day. The Basic Cost to recover operational and maintenance costs for the centralized domestic wastewater treatment service is IDR 5,103/m3.
Keywords: Wastewater, basic cost, management services
REFERENCES
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H. Jing and L. Songqing, “The research of environmental costs based on activity based cost,” in Procedia Environmental Sciences, 2011, vol. 10, no. PART A.
G. Khurelbaatar, B. Al Marzuqi, M. Van Afferden, R. A. Müller, and J. Friesen, “Data Reduced Method for Cost Comparison of Wastewater Management Scenarios–Case Study for Two Settlements in Jordan and Oman,” Front. Environ. Sci., vol. 9, 2021.
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V. Hernández-Chover, L. Castellet-Viciano, and F. Hernández-Sancho, “Preventive maintenance versus cost of repairs in asset management: An efficiency analysis in wastewater treatment plants,” Process Saf. Environ. Prot., vol. 141, 2020.
C. A. Wada et al., “Identifying wastewater management tradeoffs: Costs, nearshore water quality, and implications for marine coastal ecosystems in Kona, Hawai‘i,” PLoS One, vol. 16, no. 9 September, 2021.
T. H. Tsui, L. Zhang, J. Zhang, Y. Dai, and Y. W. Tong, “Methodological framework for wastewater treatment plants delivering expanded service: Economic tradeoffs and technological decisions,” Sci. Total Environ., vol. 823, p. 153616, Jun. 2022.
L. van Karnenbeek, W. Salet, and S. Majoor, “Wastewater management by citizens: mismatch between legal rules and self-organisation in Oosterwold,” J. Environ. Plan. Manag., vol. 64, no. 8, 2021.
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A. C. Septaprasetya, A. Rahmaniyah, R. Ayu, R. D. Wijayanti, and H. Suprayitno, “Kajian Awal Manajemen Aset bagi Instalasi Pengolahan Air Limbah Denpasar di Suwung Bali,” J. Manaj. Aset Infrastruktur Fasilitas, vol. 3, no. 0, 2019.
A Suryaningrum[1]*,3, C Utomo1, E Santoso2
1 Department of Civil Engineering, Institut Teknologi Sepuluh Nopember, Indonesia
2 Department of Urban Regional Planning Engineering, Institut Teknologi Sepuluh Nopember, Indonesia
3 Study Program of Civil Engineering, Universitas Bhayangkara, Surabaya
[1]* Corresponding author’s email: [email protected]
DOI: https://doi.org/10.20885/icsbe.vol2.art16
ABSTRACT
Public Private Partnership (PPP) needs to be developed, related to the construction of infrastructure projects that require large costs incurred by the government. One of the important variables in preparing PPP contracts is to determine the concession period by taking into account the risks and uncertainties that occur during the concession period. The purpose of the study is to find out the research methods used related to the concession period by analyzing 30 papers related to the concession period. In the collection of research data, there are quantitative and qualitative approaches. The methods used in each study use different methods, based on the analysis of research methods from 30 papers. In the topic of discussion of the concession period, in general, the paper discusses the type of modeling, decision criteria, solutions, cases, research objects, risks and uncertainties and methods used. Previous studies related to the concession period have many different methods and objectives, In quadrant mapping shows that the use of quantitative methods with secondary data is the most dominant. Based on the reviews that have been carried out in this study, it can be concluded that the use of quantitative methods with secondary data is the most dominant.
Keywords: Public private partnership, research methods, concession period
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E Wardhani[1], N A Fitriani1*
1 Environmental Engineering Study Program, Faculty of Civil Engineering and Planning, National Institute of Technology, Bandung, Indonesia
[1]* Corresponding author’s email: [email protected]
DOI: https://doi.org/10.20885/icsbe.vol2.art15
ABSTRACT
Setiamanah Lake is located in Setiamanah Village, Central Cimahi District, Cimahi City. This lake has an area of 0.04 ha with a depth of 5 m and a volume of 1.204.5 m3. This lake functions as a rainwater shelter and is planned to be used as a raw water source. This lake is part of the Cisangkan River watershed. The activities of residents in the watershed significantly affect the lake’s water quality. Activities in the Cisangkan River Basin consist of domestic, non-domestic, agricultural, and plantation activities. The Setiamanah lake will be designated as a source of raw water, so it is necessary to analyze the water quality and determine its quality status to find out how the water conditions and the lake management are. Water quality analysis was carried out in October 2021 (rainy season) and April 2022 (dry season) with 23 parameters analyzed. In 2021 12 parameters do not meet the standards, and in 2022 9 parameters do not meet the quality standards. The quality standard used is Government Regulation No.22 of 2021 class I. Based on the calculation of water quality status using the pollutant index method, Setiamanah Lake in both seasons shows mild contamination, with the pollutant index value in 2021 being 8.398 and in 2022 being 8.325.
Keywords: Setiamanah Lake, Cisangkan River, quality standards, water quality, pollutant index
REFERENCES
Cimahi City Environment Agency. (2020). Document Information on Regional Environmental Management Performance (DIKPLHD) of Cimahi City in 2020 Cimahi: Mayor of Cimahi.
Wardhani, E., Primalaksono, Y. (2022). Pollutant Index Method in Determining the Water Quality Status of the Cimahi River in West Bandung Regency. IOP Conference Series: Earth and Environmental Science this link is disabled, 2022, 999(1), 012025.
Eka, W., Suprihanto, N., Dwina, R. (2018) Assessment of Heavy Metal Contamination in Saguling Lake Water West Java Province Indonesia. E3S Web of Conferences, 2018, 73, 06009.
Indonesian National Standard Number 6989.57-2008 concerning water and wastewater-section 57: surface water sampling methods.
Indonesia, R. (2021). Government Regulation (PP) No. 22 of 2021 Annex VI concerning the Implementation of Environmental Protection and Management.
Indonesia, R. (2003). Decree of the State Minister of the Environment Number 115 of 2003 concerning Guidelines for Determining the Status of Water Quality.
Rosmeiliyana and Eka Wardhani (2021) Analysis of Cisangkan River Water Quality, Cimahi City, West Java Province. Jukung Journal of Environmental Engineering Vol 7(1) 18-52.
Yogafanny, E. (2015). The influence of residents’ activities on the river border on the water quality of the Winongo River. Journal of Environmental Science & Technology, 7(1), 29-40.
Wardhani, E., Roosmini, D., Notodarmojo, S. (2021). Calculation of heavy metals pollution load enters to Saguling dam West Java Province. IOP Conference Series: Earth and Environmental Science this link is disabled, 2021, 802(1), 012032.
Machairiyah Machairiyah, Zulkifli Nasution, Bejo Slamet (2020) The Effect of Land Use on Percut River Water Quality Using the Pollution Index (IP) Method. Limnotek Tropical Inland Waters in Indonesia Vol 27, No 1 (2020).
Yuniarti Yuniarti, Danang Biyatmoko (2019) Analysis of Water Quality by Determining the Water Quality Status of the Jaing River, Tabalong Regency. Jukung Journal of Environmental Engineering Vol 5, No 2 (2019).
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