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M Kennyzyra[1]* and M A Hadi1
1 Department of Civil Engineering, University Islam Indonesia, Yogyakarta, Indonesia
[1]* Corresponding author’s email: [email protected]
DOI: https://doi.org/10.20885/icsbe.vol4.art26
ABSTRACT
Application of signalling at junction can make the delay time longer. The delay time at the junction will be related to the amounZt of fuel consumption of vehicles. In this study, research will be conducted on delays with fuel consumption at the Degolan Junction. The purpose of this study was to determine the comparison of vehicle fuel consumption between the unsignalized junction and signalized junction. Junction performance analysis was carried out based on IHCM 1997. The fuel consumption analysis is carried out based on the length of the delay using the equation from LAPI-ITB. Furthermore, data analysis was carried out using linear regression analysis. Based on the results of the analysis, it was found that the average fuel consumption at the Degolan Junction when the junction conditions were not signalled was 9.553 liters/junction. Meanwhile, when signalling is applied to the Degolan junction with details, alternative 1 produces an average fuel consumption of 40,144 liters/ junction, alternative 2 produces an average fuel consumption of 40,646 liters/ junction, and alternative 3 produces an average fuel consumption of 39,937 liters/junction. The results of the analysis show that the performance of the junction in the form of delay has an influence on fuel consumption.
Keywords: fuel consumption, intersection, delay time
REFERENCES
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Sriwati, Said L B, and Maryam, H 2019 pengaruh pertumbuhan kendaraan dan kapasitas jalan terhadap kemacetan di Ruas Jalan Perintis Kemerdekaan Jurnal Ilmiah Nasional, Vol. 3, No. 1, 79-86.
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Khafidz L, Sumarsono A, and Amirotul MHM 2016 hubungan tundaan dan panjang antrian terhadap konsumsi bahan bakar minyak pada lajur pendekat simpang (Studi Kasus Pada Jalan Arteri Kota Surakarta) Jurnal Matriks Teknik Sipil. 774-780.
Fhadil M 2019 Analisis Simpang Bersinyal dan Hubungan Panjang Antrian dan Waktu Tundaan Terhadap Konsumsi Bahan Bakar Minyak (Studi Kasus: Simpang Bersinyal UPN Yogyakarta) Tugas Akhir (Yogyakarta: Universitas Islam Indonesia)
Sinambela T P, Kumaat M, and Pandey S V 2021 analisa hubungan kinerja simpang bersinyal dengan konsumsi bahan bakar (Studi Kasus: Simpang Jl. A.A. Maramis-Jl. Ringroad II) Jurnal TEKNO, Vol. 19, No. 78, 159-170.
Isnaeni M 2003 Efek Lingkungan Interaksi Transportasi dan Tata Ruang Kota Tesis (Bandung: Institut Teknologi Bandung)
Republik Indonesia 2015 Peraturan Menteri Perhubungan No. 96 Tahun 2015 tentang Pedoman Pelaksanaan Manajemen dan Rekayasa Lalu Lintas.
Z B Harwinda1,2,W Wilopo[1]* and I G B Indrawan1
1 Department of Geological Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia
2 Ministry of Public Works and Housing, Jakarta, Indonesia
[1]* Corresponding author’s email: [email protected]
DOI: https://doi.org/10.20885/icsbe.vol4.art25
ABSTRACT
Determination of excavation technique was one of the essential factors in tunnel construction stability. It also had an impact on the efficiency of the construction phase. However, in the Detail Engineering Design of the Rukoh Dam Suppletion Tunnel, there was no study of the most optimal excavation technique in the construction phase. This study aimed to assess the efficiency of excavation capabilities based on engineering geology conditions. The parameters used in this study are RMR values, GSI values, If-index (discontinuity spacing), Point Load (Is50) values, and Excavation Power Index (EPI). The excavatability classification used the method developed by Abdullatif and Cruden, Pettifer and Fookes, and Tsiambaos and Saroglou. The procedure for evaluating efficiency used the EXCASS system. The tunnel’s rock mass quality was poor calcareous siltstone. The excavation method in the tunnel was the top heading and bench with a stand-up time of 10 hours for a 2.5 m span. Based on the result, the most optimal excavation technique used was the easy ripping method for zones 1 and 4, while the digging method was for zones 2, 3, and 5. Even though the recommendations were classified, project cost efficiency studies are required to bolster the recommendations.
Keywords: excavation technique, rukoh dam suppletion tunnel, EXCASS system
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Khamehchiyan M, Dizadji MR, and Esmaeili M 2014 Application of rock mass Index (RMi) to the rock mass excavatability assessment in open face excavations Geomechanics and Geoengineering 9(1): 63–71
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Putra, A P 2012 Analisis Hubungan Kinerja Simpang Bersinyal Terhadap Konsumsi Bahan Bakar di Kota Surakarta Skripsi (Surakarta: Universitas Sebelas Maret)
Republik Indonesia 2015 Peraturan Menteri Perhubungan No. 96 Tahun 2015 tentang Pedoman Pelaksanaan Manajemen dan Rekayasa Lalu Lintas.
Sinambela T P, Kumaat M, and Pandey S V 2021 analisa hubungan kinerja simpang bersinyal dengan konsumsi bahan bakar (Studi Kasus: Simpang Jl. A.A. Maramis-Jl. Ringroad II) Jurnal TEKNO, Vol. 19, No. 78, 159-170.
Sriwati, Said L B, and Maryam, H 2019 pengaruh pertumbuhan kendaraan dan kapasitas jalan terhadap kemacetan di Ruas Jalan Perintis Kemerdekaan Jurnal Ilmiah Nasional, Vol. 3, No. 1, 79-86.
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D Wulandari1*, R Rosita2, A F Maulana3, I Mansur4, Kasam[1]
1 Department of Environemntal Engineering, Faculty of Civil Engineering and Planning, Universitas Islam Indonesia, Yogyakarta, IndonesiaJl Kaliurang KM 14, 5 Yogyakarta, Indonesia. 55584
2 SEAMEO BIOTROP, Jl Raya Tajur Bogor 16134, Indonesia
3 Department of Bioresources Technology and Veterinary, Vocational College, Universitas Gadjah Mada, Gedung SV UGM, Sekip Unit 1, Depok Sleman Yogyakarta 55281, Indonesia
4 Faculty of Forestry, IPB University, Dramaga Bogor 16680, Indonesia
[1]* Corresponding author’s email: [email protected]
DOI: https://doi.org/10.20885/icsbe.vol4.art24
ABSTRACT
Tin mining is one industry that contributes to Indonesia’s economic development. However, because tin is always in high demand, this activity creates an environmental problem. Silica sand, the dominant soil in post-tin mining, is easily eroded by water and wind, resulting in soil nutrient deficiency including N. Because this condition makes it difficult for organisms to survive, rehabilitation is essential. Nitrogen (N) is an essential nutrient for plant growth. N-fixing rhizobacteria are well-known for fixing N from the atmosphere, whether through symbiosis or otherwise. The goal of this study was to isolate indigenous N-fixing rhizobacteria from a post-tin mining area. The soybean plant was used as the testing plant. Three types of N-fixing rhizobacteria were isolated from the nodule of Acacia mangium growing in a post-tin mining area: B1, B2, and B3. To minimize the nutrient content in the growth media, the plant was grown in sterilized sand. Inoculated and non-inoculated soybean were grown in a greenhouse for three months without fertilizer. There were seven replications. Among the treatments, B3 had the highest soil and pod N content, best growth performance, nodule formation, and soybean production. This finding suggests that B3 could be used for future rehabilitation in the post-tin mining area.
Keywords: post-tin mining, rehabilitation, rhizobacteria. N deficiency
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RG Dewi1,2, UWR Siagian1,3, KE Prasetya2, SEF Sitanggang5, A Primananda2, VTF Harisetyawan2, IN Ikhsan3, GN Sevie6*
1Center for Research on Energy Policy, Institut Teknnologi Bandung, Indonesia
2Center for Research Technology Radioisotope, Radiopharmaceutical, and Biodosimetry, National Research and Innovation Agency, 11 Building, PUSPIPTEK, South Tangerang, Indonesia, 15314.
3Directorate of Facilitation and Monitoring of Regional Research and Innovation, National Research and Innovation Agency, BJ Habibie Building, Jakarta, Indonesia, 10340
4Directorate of Environment, Maritime, Natural Resources, and Nuclear Policy, National Research and Innovation Agency, BJ Habibie Building, Jakarta, Indonesia, 10340
5Research Center of Environment and Clean Technology, National Research and Innovation Agency, 820 Building, PUSPIPTEK, South Tangerang, Indonesia, 15314
6Research Center for Process and Manufacturing Industry technology, National Research and Innovation Agency, 625 Building, PUSPIPTEK, South Tangerang, Indonesia, 15314
6* Corresponding author’s email: [email protected]
DOI: https://doi.org/10.20885/icsbe.vol4.art23
ABSTRACT
Indonesia’s NDC target, both unconditional and conditional, has not significantly contributed to balancing GHG removals and emissions in three-quarters of the 21st century to keep global temperature increases below 1.5 °C. A more in-depth analysis is needed to reduce GHG emissions to preserve global temperatures at 1.5°C. The AIM-ExSS and AIM/Enduse models analyze Indonesia’s long-term (2050) power mitigation through several scenarios. (i) The BaU (Business as Usual) or baseline scenario assumes no effort to improve energy efficiency or add renewable energy since the base year, resulting in additional electricity needs being met by conventional fossil power plants. CM1: extended-conditional NDC (iii) CM2: Extended-unconditional NDC (iv) CM3 is an ambitious power decarbonization scenario. In 2050, CM1 and CM2 reduced GHG emissions by 22% and 24%, respectively. CM3 potentially reduces 2,422 million tons of CO2e, or 92% of the 2050 baseline emissions. CCS (carbon capture and storage) technology is a key technology for deep decarbonization in the power sector. In addition to geologic sequestration, CO2 bio-fixation by cultivating microalgae can be considered as CCS. This study assessed Airlift-Vertigro bio-reactors to cultivate Botryococcus braunii for CO2 bio-fixation and biofuel (microalgal oil), which can be used to achieve carbon neutrality in the power sector.
Keywords: CO2 storage, climate change mitigation, microalgae, renewable energy
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F M Iresha1*, Kasam1, D S Nuramadhani1, A Rahmat2
1 Program Studi Teknik Lingkungan, Fakultas Teknik Sipil dan Perencanaan, Universitas Islam Indonesia, Yogyakarta
2 Badan Riset dan Inovasi Nasional, Indonesia
[1] *Corresponding author’s email: [email protected]
DOI: https://doi.org/10.20885/icsbe.vol4.art22
ABSTRACT
Final Disposal Site (FDS) which is a place that is produced from landfills or the final stage in waste processing. Gunung Tugel FDS which is located in Kedungrandu Village, Patikraja District, Banyumas Regency has a source of waste originating from settlements, markets, shops and also industry of 260 m3/day. The existing facilities at the Gunung Tugel FDS have not been maximized because they use the open dumping method, namely the discarded waste is allowed to accumulate without any further processing other than that there is no leachate or leachate disposal. Leachate that is not treated can infiltrate into the ground and contaminate the surrounding groundwater. The study was conducted to determine the concentration of heavy metals Zinc (Zn) and Chromium (Cr) in the hair of the community around the Gunung Tugel FDS, Banyumas Regency and analyze the relationship between length of stay, source of drinking water consumption and the amount of drinking water consumption with heavy metal content in the community around the Gunung Tugel FDS, Banyumas Regency. The number of samples was determined using the distance of residence from the FDS, namely 16 samples. The distance used has 4 retrieval points and 4 repetitions which are at a distance of 500 meters, 1000 meters, 1500 meters and 2000 meters. The results of the analysis of the concentration of Zn in the hair of the people around the Gunung Tugel FDS reached 85.52 – 339.64 µg/g and the concentration of Cr in the sample was in the range of 1.8±0.3 ppm. At point 1 the average concentration obtained is 609.87 mg/kg, this shows that the closer the distance, the faster the exposure to heavy metals produced by the landfill.
Keywords: Heavy Metal, exposure, disposal
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A Sastrawan1, L Makrup1, Ruzardi1, and S Fadilah1*
1Department of Civil Engineering, Universitas Islam Indonesia, Yogyakarta, Indonesia
[1]* Corresponding author’s email: [email protected]
DOI: https://doi.org/10.20885/icsbe.vol4.art21
ABSTRACT
Siltation becomes the Mrica reservoir’s main problem that causes the reduction of the effective storage capacity of the dam, so it cannot function properly. This research aims to obtain the optimal Reservoir Operating Rules that can produce maximum electrical power in hydropower and fulfill the irrigation water requirements as designed according to the existing reservoir capacity. The optimization method used in this research is a Deterministic Dynamic Program, assuming the event occurs as a certain occurrence. In this procedure, the existing constraints divide into multi-stages with decision variables at each stage. The analysis starts from a backward to a forward recursive to get the water storage and release maximum used as a recommendation to design the effective Reservoir Operation Rules. It was simulated using three scenarios, including Scenario 1 (Q IR optimization=actual); Scenario 2 (Q IR optimization=design); and Scenario 3(Q IR generate optimization=demand). Based on the benchmarking analysis results, the percentage of design, actual, and optimized Reservoir Operation Rules were 98.08%, 98.29%, and 99.04%, respectively, which indicates the design Reservoir Operational Rules performance is not better than others. Besides that, Scenario 2 has the highest profit of Rp 76350527181 and fulfills regulation No. 7 of 2004 concerning water resources.
Keywords : Optimization, Reservoir, Management
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Moh Natsir Building, Kampus Terpadu Universitas Islam Indonesia Jalan Kaliurang KM. 14,5 Sleman Yogyakarta, Indonesia 55584
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