cover
Contact Name
I Made Ardi Sudestra
Contact Email
journal@undiknas.acid
Phone
+6282236805788
Journal Mail Official
journal@undiknas.ac.id
Editorial Address
Universitas Pendidikan Nasional Jl. Bedugul No.39, Sidakarya, Denpasar, Bali 80225
Location
Kota denpasar,
Bali
INDONESIA
Jurnal Ilmiah Telsinas Elektro, Sipil dan Teknik Informasi
ISSN : -     EISSN : 26215276     DOI : 10.38043
Papers published in this journal focus on or are related to the fields of Civil Engineering, Electrical Engineering, Informatics, and their sub-fields: Structure, Transportation, Geotechnical, Water Resources, Construction Management, Environmental, EngineeringPower/Energy System, Information Systems, Electronics, Control System, Computer system.
Articles 14 Documents
Search results for , issue "Vol 4 No 2 (2021)" : 14 Documents clear
Analisis Sistem House Load Dalam Menunjang Kehandalan Penyaluran Listrik di PLTDG Pesanggaran Yasa, I Wayan Sugara; Nur, Guntara; Asna, Made
Jurnal Ilmiah Telsinas Vol 4 No 2 (2021)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (706.304 KB) | DOI: 10.38043/telsinas.v4i2.3335

Abstract

The rapid and continuous growth of electricity today makes the availability of electricity must continue to increase as well. However, sometimes an imbalance between the capacity of the generating unit and the load on the power grid system can cause a decrease/increase in the frequency of the generating unit system, including the generation side, which under certain conditions can cause the generating unit to die. If the generating units are shutdown at the same time/simultaneously it can result in a blackout on the system. The house load operation mode on the power generation unit is one of the scenarios that can be applied to speed up the recovery process during a blackout. In this study, a house load test was carried out on one of the generating units. The methodology used is to conduct direct testing on the PLTDG Block 4 Unit 11 Pesanggaran. The results of this test the unit has successfully carried out a house load test with a time of 30 minutes from the 150 kV network voltage loss unit so that the house load operation mode on the PLTDG Block 4 Unit 11 Pesanggaran generator unit can accelerate the efficiency of synchronization back to the network between 73.26% to 88.31% produces an efficiency of 15.05%. Besides being able to increase the reliability of the distribution of the electric power system, the application of the house load operation mode on the generating unit can provide potential economic benefits of Rp. 1,690,804,988.,
Kajian Biaya Perjalanan Akibat Tundaan Lalu Lintas di Ruas Jalan Hasanuddin Denpasar Budiarnaya, Putu; Sia Babo Amaral, Adelino; Wismantara, Gusti
Jurnal Ilmiah Telsinas Vol 4 No 2 (2021)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (376.659 KB) | DOI: 10.38043/telsinas.v4i2.3336

Abstract

The impact of traffic volume and the presence of side obstacles on the Hasanuddin road section causes travel delays which result in a decrease in travel time and has an impact on the time value of vehicles and Vehicle Operational Costs (BOK) that pass on these roads. The purpose of this study is to analyze the performance of the road and the travel costs that occur with delays caused by side obstacles on Jalan Hasanuddin Denpasar. The calculation of BOK for cars uses the method from the Ministry of Public Works in 2005. Meanwhile, the calculation of BOK for motorcycles adheres to the DLLAJ method for the Province of Bali – PTS Consultant 1999. The results of this study are: 1) The performance of Hasanuddin Road is: Traffic volume during peak hours in the morning 1,470.6 junior high school/hour, the afternoon peak hour is 1,346.4 pcu/hour and the afternoon peak hour is 1,425.1 pcu/hour. The road segment capacity is 2,999.8 pcu/hour at peak hours in the morning, afternoon, and evening. The speed of light vehicles at the peak hour in the morning is 13.66 km/hour, the peak hour in the afternoon is 14.32 km/hour and the peak hour in the afternoon is 12.63 km/hour. The degree of saturation is 0.490 for the morning peak hour, 0.449 for the afternoon peak hour and 0.475 for the afternoon peak hour. 2) Travel costs without traffic delays on Jalan Hasanuddin Denpasar at peak hours in the morning IDR 474,442.79, afternoon IDR 477,814.01, afternoon IDR 474,310.83 with a total amount of 1,426,547.63, then there is a delay on Hansauddin Road, morning peak hours 0.0138 hours, Afternoon 0.0141 hours, afternoon 0.0135, so for Traffic Travel Costs due to traffic delays on Jalan Hasanudin Denpasar it increases at peak hours in the morning, IDR 480,969.82 in the afternoon IDR 484,551.19, afternoon IDR 480,714.02 with an amount of IDR 1,446,235.04 at peak hours
Analisis Kelayakan Panjang dan Tebal Perkerasan Runway Untuk Pesawat Jenis B737-900ER yang Beroperasi di Bandar Udara Banyuwangi Ariawan, I Putu; Wahyudi, Iqbal; Jayantari, Made Widya
Jurnal Ilmiah Telsinas Vol 4 No 2 (2021)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (406.929 KB) | DOI: 10.38043/telsinas.v4i2.3341

Abstract

Runway is an airport facility which is very important for aircraft landing and taking off. The runway is a square area on the surface of the airport that is prepared for aircraft take off and landing, without a well-planned and managed runway, the aircraft will not be able to use the airport. In designing the runway, it is strictly regulated regarding the length, width, orientation (direction), configuration, slope / slope, and thickness of the runway pavement. This final project will analyze the feasibility of the runway length and the thickness of the pavement (runway) for the operational plan aircraft that will be used in the next 20 years. With ARFL corrections to the existing runway conditions, the current runway length is 2,500 meters. For the next 20 years traffic flow is forecasted using linear regression analysis from 2011 to 2037. From the forecasting results, it was found that the total aircraft movement was 19,138 movements (R1), so it was planned to use the B 737 900 ER aircraft because this aircraft had a passenger capacity of 220 seats. This aircraft is the reference for the planning of the runway dimensions. Some of the resulting planning analyzes include: the length of the planned runway is 2,498 meters long and 45 meters wide. Meanwhile, the pavement planning analysis resulted in a surface layer thickness of 4 inches, a base coarse layer of 13 inches, and a subbase thickness of 22 inches.
Analisis Daktilitas Struktur Gedung Rangka Beton Bertulang Dengan Metode Analisis Pushover: (Studi: Gedung Tugu Reasuransi Indonesia Jakarta) Nuraga, Ketut; Putri, Dewa Ayu Putu Adhiya Garini; Antriksa, Ketut; Ficher, Joao
Jurnal Ilmiah Telsinas Vol 4 No 2 (2021)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (400.401 KB) | DOI: 10.38043/telsinas.v4i2.3342

Abstract

Hasil analisis daktilitas struktur gedung beton bertulang dengan metode analisis Pushover menggunakan program SAP2000 didapat besarnya perpindahan pada sendi plastis saat ultimit dengan sendi plastis yang pertama kali terbentuk, diperoleh faktor daktilitas pada arah x sebesar (?) = 2,29 dan arah faktor daktilitas arah y sebesar (?) = 2,42 nilai faktor aktual daktilitas tersebut menunjukan bahwa struktur gedung tersebut bersifat Daktail parsial, dimana struktur mengalami respon inelastic.

Page 2 of 2 | Total Record : 14