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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
Sistem Monitoring Penyiraman Otomatis Tanaman Bunga Gemitir Menggunakan Aplikasi Mobile dan Web Thingspeak I Wayan Sutama; Adie Wahyudi Oktavia Gama; I Gede Artha Negara; I Dewa Putu Arjun Suhartana Wisesa
Jurnal Ilmiah Telsinas Vol 4 No 2 (2021)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1202.626 KB) | DOI: 10.38043/telsinas.v4i2.3197

Abstract

The role of technology is very important in an automatic watering monitoring system that works based on the YL69 sensor and DHT11 sensor. This study aims to determine the working principle of sensors in a plant watering monitoring system with mobile applications (Blynk) and thingspeak web. Thingspeak web design aims to process data recording. To process and dispatch YL69 sensor data and DHT11 sensor, the Arduino UNO microcontroller is used as well as a relay as a switch to drain and disconnect the electric current to the water pump. The design results show that this automatic plant watering monitoring system can work well, where the soil moisture is below <50%, the water pump will live "ON" and if the soil moisture is above> 60% the water pump will die "OFF". From the results of the design and testing of the monitoring system carried out it is able to monitor data from the YL69 sensor, DHT11 sensor and pump conditions in real-time with the mobile application (Blynk). While the thingspeak web can monitor and record YL69 sensor data, DHT11 sensors and pump conditions every 20 seconds..
Rancang Bangun Sistem Pengaman Kotak Dana Punia berbasis Mikrokontroler NodeMCU ESP32 dan Aplikasi Telegram I Wayan Suriana; I Gede Adi Setiawan; I Made Satya Graha
Jurnal Ilmiah Telsinas Vol 4 No 2 (2021)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (950.219 KB) | DOI: 10.38043/telsinas.v4i2.3198

Abstract

The Dana Punia box security system is a security that can be monitored with online chat media in order to minimize crimes that occur in temples. This tool will work after connecting to the internet via ESP32 which can detect nearby Wifi networks. The hardware consists of the NodeMCU ESP32 board as the main controller, the telegram application as a message/notification receiver, a magnetic sensor as a notification if there is an act of theft and a fingerprint as access to open the money box. Based on the results, it can be concluded that this tool can work according to the designed working principle. This is indicated by the operation of the telegram application as a recipient of messages notifications, and a magnetic sensor as a notification if there is an act of theft and a fingerprint which is a tool to open the money box. Keyword : Telegram application, NodeMCU ESP32, fingerprint, magnetic sensor.
Analisis Tingkat Resiko Dan Biaya Keselamatan Dan Kesehatan Kerja (K3) pada Pekerjaan Bangunan Gedung: Studi Kasus Proyek Pengadaan Bangunan Gedung Pertokoan Pasar Permanen Karangasem Bali Nengah Riana; Raimundo Sarmento; Komang Ariana
Jurnal Ilmiah Telsinas Vol 4 No 2 (2021)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (274.454 KB) | DOI: 10.38043/telsinas.v4i2.3334

Abstract

SMK3 merupakan manajemen keseluruhan pada proyek yang mencangkup perencanaan proyek, struktur organisasi, dan pelaksanaan prosedur proyek. SMK3 juga mengatur tentang sumber daya yang dibutuhkan bagi pengembangan dan juga pemeliharaan kebijakan keselamatan dan kesehatan kerja untuk pencapaian suatu lingkungan kerja yang tertib, aman, nyaman dan memberikan perlindungan bagi tenaga kerja serta jasa konstruksi. Namun dalam implementasinya, K3 masih belum menjadi prioritas perhatian bagi Industri. Salah satu kendalanya adalah masalah biaya penyelenggaraan SMK3. Penyelengaraan SMK3 Konstruksi Bidang Pekerjaan Umum sebagaimana dimaksud pada rincian kegiatan penyelengaraan SMK3 K3ini dilakukan karena akan memungkinkan terjadinya kecelakaan akibat kerja. Sehingga diperlukan biaya K3 untuk menekan terjadinya kecelakaan kerja atau sakit akibat kerja Tujuan dari studi ini adalah: 1) Untuk mengetahui berapa tinggi tingkat resikoK3 pada pekerjaan struktur beton. 2) Untuk mengetahui berapa nilai biaya K3 pada masa pandemic Covid-19 untuk menekan resiko pada pekerjaan struktur beton. Penelitian dilakukan pada proyek Pasar Karangasem dengan metode penelitian deskritif kualitatif dan deskritif kuantitatif. Metode deskritif kualitatif dan deskritif kuantitatif yang digunakan adalah metode wawancara, dengan foto dan menggunakan kuesioner yang bertujuan untuk mendapatkan opini responden mengenai frekuensi dan tingkat keparahan yang dapat terjadi dari resiko-resiko yang mungkin terjadi pada pekerjaan struktur beton di Proyek Bangunan Gedung Pertokoan Pasar Permanen Karangasem. Kesimpulan yang dapat diambil dari penelitian ini adalah: 1) Tingkat risiko pada seluruh sub pekerjaan struktur beton di Proyek Gedung Pertokoan Pasar Permanen Karangasem masuk dalam tingkat risiko Medium (M) rentang nilai (5 - <10) dimana tingkat bahaya kecil dengan klasifikasi hazard klas (C), hal ini terjadi karena proyek Gedung Pertokoan Pasar Permanen Karangasem telah menerapkan SMK3. 2) Biaya K3 untuk menekan risiko pada pekerjaan struktur beton di Proyek Gedung Pertokoan Pasar Permanen Karangasem adalah sebesar Rp. 14.054.388.000,00 atau 0.31% dari biaya total pekerjaan struktur beton di Gedung Pertokoan Pasar Permanen Karangasem.
Analisis Sistem House Load Dalam Menunjang Kehandalan Penyaluran Listrik di PLTDG Pesanggaran I Wayan Sugara Yasa; Guntara Nur; Made Asna
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.,
Analisis Kelayakan Panjang dan Tebal Perkerasan Runway Untuk Pesawat Jenis B737-900ER yang Beroperasi di Bandar Udara Banyuwangi I Putu Ariawan; Iqbal Wahyudi; Made Widya Jayantari
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) Ketut Nuraga; Dewa Ayu Putu Adhiya Garini Putri; Ketut Antriksa; Joao Ficher
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.
Sistem Monitoring Penyiraman Otomatis Tanaman Bunga Gemitir Menggunakan Aplikasi Mobile dan Web Thingspeak Sutama, I Wayan; Gama, Adie Wahyudi Oktavia; Negara, I Gede Artha; Wisesa, I Dewa Putu Arjun Suhartana
Jurnal Ilmiah Telsinas Vol 4 No 2 (2021)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1202.626 KB) | DOI: 10.38043/telsinas.v4i2.3197

Abstract

The role of technology is very important in an automatic watering monitoring system that works based on the YL69 sensor and DHT11 sensor. This study aims to determine the working principle of sensors in a plant watering monitoring system with mobile applications (Blynk) and thingspeak web. Thingspeak web design aims to process data recording. To process and dispatch YL69 sensor data and DHT11 sensor, the Arduino UNO microcontroller is used as well as a relay as a switch to drain and disconnect the electric current to the water pump. The design results show that this automatic plant watering monitoring system can work well, where the soil moisture is below <50%, the water pump will live "ON" and if the soil moisture is above> 60% the water pump will die "OFF". From the results of the design and testing of the monitoring system carried out it is able to monitor data from the YL69 sensor, DHT11 sensor and pump conditions in real-time with the mobile application (Blynk). While the thingspeak web can monitor and record YL69 sensor data, DHT11 sensors and pump conditions every 20 seconds..
Rancang Bangun Sistem Pengaman Kotak Dana Punia berbasis Mikrokontroler NodeMCU ESP32 dan Aplikasi Telegram Suriana , I Wayan; Setiawan , I Gede Adi; Graha, I Made Satya
Jurnal Ilmiah Telsinas Vol 4 No 2 (2021)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (950.219 KB) | DOI: 10.38043/telsinas.v4i2.3198

Abstract

The Dana Punia box security system is a security that can be monitored with online chat media in order to minimize crimes that occur in temples. This tool will work after connecting to the internet via ESP32 which can detect nearby Wifi networks. The hardware consists of the NodeMCU ESP32 board as the main controller, the telegram application as a message/notification receiver, a magnetic sensor as a notification if there is an act of theft and a fingerprint as access to open the money box. Based on the results, it can be concluded that this tool can work according to the designed working principle. This is indicated by the operation of the telegram application as a recipient of messages notifications, and a magnetic sensor as a notification if there is an act of theft and a fingerprint which is a tool to open the money box. Keyword : Telegram application, NodeMCU ESP32, fingerprint, magnetic sensor.
Analisa Pemasangan UPS VFD LFO Feeder Untuk Mengantisipasi Gangguan Eksternal Pancane, Dikse; Kameswara, Angling; Adrama, Gede
Jurnal Ilmiah Telsinas Vol 4 No 2 (2021)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (613.666 KB) | DOI: 10.38043/telsinas.v4i2.3332

Abstract

On July 1 and July 26 2017 there was a simultaneous trip of PLTDG Units 1,2,5,5,6,7,8 and PLTDG Units 1,3,4,5,6,7,8,9 due to a momentary drop voltage due to disturbance kites on the 150 KV line network sanur – gianyar. From the trip conditions, it shows that there is a problem with the generator unit equipment which causes PLTDG units 1,2,3,4,5,6,7,8,9 to trip due to a momentary drop voltage. From the results of the analysis, it is known that the unit trip was caused by a trip on the Pht Line 150 KV to the ship - Padang sambian on the Padang sambian side which resulted in a drop voltage on the low voltage side of 280.4 V or 29.9%. from Unominal. The trip limit of 200MW low-voltage PLTDG according to technical data is 351V or 12.3% of Unominal. The best option to solve the drop voltage fault solution is to install a 10KVA UPS on the LFO feeder pump power supply. The difference before and after the installation of the UPS feeder LFO is that before the installation of the low voltage UPS it drops to 280.4 V or 29.9% of Unominal, and the machine load drops to 11.6 MW. For the results after UPS installation there is no drop voltage value on the low voltage side which means that the UPS installation is successful as a voltage drop solution. So that the difference is obtained on the low voltage side of 119.6 V and on the engine load of 5 MW. Thus, the implementation of a UPS installation on a 200MW PLTDG is very important, in addition to supporting the reliability of the generator system and speeding up recovery in the event of a drop voltage, it can also be economically profitable, so that the company does not lose when the generating unit trips.
Analisis Tingkat Resiko Dan Biaya Keselamatan Dan Kesehatan Kerja (K3) pada Pekerjaan Bangunan Gedung: Studi Kasus Proyek Pengadaan Bangunan Gedung Pertokoan Pasar Permanen Karangasem Bali Riana, Nengah; Sarmento, Raimundo; Ariana, Komang Agus
Jurnal Ilmiah Telsinas Vol 4 No 2 (2021)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (251.303 KB) | DOI: 10.38043/telsinas.v4i2.3334

Abstract

SMK3 merupakan manajemen keseluruhan pada proyek yang mencangkup perencanaan proyek, struktur organisasi, dan pelaksanaan prosedur proyek. SMK3 juga mengatur tentang sumber daya yang dibutuhkan bagi pengembangan dan juga pemeliharaan kebijakan keselamatan dan kesehatan kerja untuk pencapaian suatu lingkungan kerja yang tertib, aman, nyaman dan memberikan perlindungan bagi tenaga kerja serta jasa konstruksi. Namun dalam implementasinya, K3 masih belum menjadi prioritas perhatian bagi Industri. Salah satu kendalanya adalah masalah biaya penyelenggaraan SMK3. Penyelengaraan SMK3 Konstruksi Bidang Pekerjaan Umum sebagaimana dimaksud pada rincian kegiatan penyelengaraan SMK3 K3ini dilakukan karena akan memungkinkan terjadinya kecelakaan akibat kerja. Sehingga diperlukan biaya K3 untuk menekan terjadinya kecelakaan kerja atau sakit akibat kerja Tujuan dari studi ini adalah: 1) Untuk mengetahui berapa tinggi tingkat resikoK3 pada pekerjaan struktur beton. 2) Untuk mengetahui berapa nilai biaya K3 pada masa pandemic Covid-19 untuk menekan resiko pada pekerjaan struktur beton. Penelitian dilakukan pada proyek Pasar Karangasem dengan metode penelitian deskritif kualitatif dan deskritif kuantitatif. Metode deskritif kualitatif dan deskritif kuantitatif yang digunakan adalah metode wawancara, dengan foto dan menggunakan kuesioner yang bertujuan untuk mendapatkan opini responden mengenai frekuensi dan tingkat keparahan yang dapat terjadi dari resiko-resiko yang mungkin terjadi pada pekerjaan struktur beton di Proyek Bangunan Gedung Pertokoan Pasar Permanen Karangasem. Kesimpulan yang dapat diambil dari penelitian ini adalah: 1) Tingkat risiko pada seluruh sub pekerjaan struktur beton di Proyek Gedung Pertokoan Pasar Permanen Karangasem masuk dalam tingkat risiko Medium (M) rentang nilai (5 - <10) dimana tingkat bahaya kecil dengan klasifikasi hazard klas (C), hal ini terjadi karena proyek Gedung Pertokoan Pasar Permanen Karangasem telah menerapkan SMK3. 2) Biaya K3 untuk menekan risiko pada pekerjaan struktur beton di Proyek Gedung Pertokoan Pasar Permanen Karangasem adalah sebesar Rp. 14.054.388.000,00 atau 0.31% dari biaya total pekerjaan struktur beton di Gedung Pertokoan Pasar Permanen Karangasem.

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