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INDONESIA
Jurnal Ilmiah Telsinas Elektro, Sipil dan Teknik Informasi
Published by Universitas Pendidikan Nasional
ISSN : -     EISSN : 26215276     DOI : 10.38043
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering
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.
Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)
Articles 8 Documents
 1 
Search results for , issue "Vol 2 No 2 (2019)" : 8 Documents clear
RANCANG BANGUN PORTABEL ONLINE DATALOGGER UNTUK MENGUKUR POTENSI DEBIT ALIRAN SUNGAI BERBASIS INTERNET OF THINGS Ngakan Kutha Krisnawijaya; I Nyoman Gede Adrama
Jurnal Ilmiah Telsinas Vol 2 No 2 (2019)
Publisher : Universitas Pendidikan Nasional

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Abstract

Dalam penelitian ini, portabel online datalogger dirancang dengan memanfaatkan teknologi Internet of Things. Sensor flowmeter dan sensor level sebagai pengukur debit air dikontrol oleh mikrokontroler ESP8266 untuk pembacaan dan pengolahan data. Data ini kemudian dikirimkan melalui koneksi WIFI ke router dan modem yang selanjutnya ditransmisi melalui jaringan seluler ke online server Blynk. Data di server dapat diakses oleh pengguna baik lewat web ataupun aplikasi smartphone. Sehingga, portabel online datalogger ini dapat digunakan untuk membuat database potensi aliran sungai untuk kepentingan desain pembangkit listrik mikrohidro.
ANALISIS KETIDAKSEIMBANGAN ARUS DI PLTDG PESANGGARAN Mawahib Mahmud; I Wayan Sutama
Jurnal Ilmiah Telsinas Vol 2 No 2 (2019)
Publisher : Universitas Pendidikan Nasional

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Abstract

The Electricity System in Bali continues to experience growth every year, where increasing demand for electricity is affected by the increase in the number of electricity consumers in one phase and consumers of electricity in three phases. The Gas Diesel Power Plant (PLTDG) in fulfilling the electricity needs in Bali can supply 200 MW of electricity, sourced from 12 generators. Along with the increase in various types of electricity consumers in Bali, the problem arises in the PLTDG Pesanggaran, namely the occurrence of unbalanced current. A large unbalanced current can cause a trip or a sudden death at the PLTDG Pesanggaran’s generator.Based on the results of the study, the percentage of unbalanced current that occur in the PLTDG in normal conditions ranges between 2% to 3%. But at the time of the trip to the unit 6 generator due to unbalanced current, the percentage of unbalanced current that appeared on the generator just before the trip was 21.69% and has been going on for more than 58 minutes, which exceeds the setting of the relay which only allows a percentage unbalanced current under 8% with a maximum time of 58 minutes. During the trip, the generator only operated 1 unit in block 2, so the magnitude of the unbalanced carried by the generator unit 6 itself.
ANALISIS KEBUTUHAN ENERGI LISTRIK SISTEM BALI 2013-2017 DENGAN APLIKASI SIMPLE E I Wayan Dikse Pancane; I Wayan Suriana; I Wayan Sugara Yasa
Jurnal Ilmiah Telsinas Vol 2 No 2 (2019)
Publisher : Universitas Pendidikan Nasional

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Abstract

Electric energy cannot be kept in big scale hence this energy must always available at the time of required. As a result arises problem in facing requirement of erratic electricity from time to time, how operating an electric power system the always can fulfill request of energy power in each the time, with good grade. If energy power sent from generator far bigger than requests of energy power at payload, hence will arise problem of dissipation of energy at electrical company. While if energy power awakened sent and to be lower or doesn't fulfill requirement of consumer payload hence there will be local extinction at payload, as a result harms the side of consumer. Therefore is required adaptation between evocations with energy power request. Conditio sine qua non that is firstly must be conducted for reachs the purpose is the side of electrical company knows payload or request of electricity is future. In consequence short term payload forecast, middle and length is important task in planning and operation of power system. Intention of the research is to forecasting of payload system Bali in 5 next year causing is got requirement forecast number of electric power appropriate, with method that is simple.
PERENCANAAN LANSKAP PERMUKIMAN BERBASIS MITIGASI BENCANA LONGSOR DI KECAMATAN KINTAMANI KABUPATEN BANGLI Dewa Ayu Nyoman Ardi Utami; I Made Asna
Jurnal Ilmiah Telsinas Vol 2 No 2 (2019)
Publisher : Universitas Pendidikan Nasional

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Abstract

Bangli Regency is administratively located in Bali Province. The area of Bangli Regency is divided into 4 Subdistricts and 72 Villages: Susut, Bangli, Tembuku and Kintamani Subdistricts. Kintamani Subdistrict is one of the areas that has a high threat of landslides. Settlements that are still located in high risk landslide areas endanger occupants. Settlement landscape planning based on landslide mitigation needs to be done to prevent losses and casualties due to landslides. This study aims to identify legal aspects, physical, biophysical and social aspects in Kintamani Subdistrict, identify the threat of landslides in Kintamani District, and develop settlement landscape planning based on landslide mitigation in Kintamani District.The research method used refers to a modified planning process ranging from inventory, analysis, synthesis, and planning. The analysis carried out is land suitability analysis for settlement development with reference to the threat of landslide hazard. The mitigation concept is used for settlement planning which is further developed into spatial plans, activities, evacuation, facilities, facilities and infrastructure, circulation and vegetation plans.Settlement landscape planning based on landslide mitigation needs to be done to prevent the occurrence of losses and casualties if landslides also prevent the population from the threat of landslides through appropriate settlement zoning and not in the area of high-scale landslide threat.
METODE PERBAIKAN TANAH DENGAN JUTE FIBRE DRAIN I Gusti Ngurah Nyoman Wismantara; I Komang Agus Ariana
Jurnal Ilmiah Telsinas Vol 2 No 2 (2019)
Publisher : Universitas Pendidikan Nasional

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Abstract

Settlement problems can arise in construction of across in soft soil, especially the consolidation problems to need long time, whereas the concretion time to need short time relative. One way of overcoming these problems is the installation of Vertical Jute Fibre Drain in soft soil, it is the mean in order that to be able these drains speed up the consolidation process in the sub soft soil layers. The purpose of this method is to reduce the time required by the pore water to escape from the soil which also get to abbreviate for to reach the consolidation degree 90%, so that the damage of structure and maintenance cost can be reduced.
PERENCANAAN SISTEM DRAINASE LINGKUNGAN KAWASAN LOLOAN TIMUR, KABUPATEN JEMBRANA Ketut Hedi Mahayana; I Ketut Nuraga; Putu Budiarnaya; Putu Ariawan
Jurnal Ilmiah Telsinas Vol 2 No 2 (2019)
Publisher : Universitas Pendidikan Nasional

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Abstract

Bali is one of the provinces in central Indonesia that is famous for the comfort of its area. Of course this must be supported by adequate infrastructure such as drainage. With the increasing number of residents in each area such as in Jembrana Regency and inadequate drainage facilities, causing floods that disrupt the comfort of the area, drainage planning, especially secondary and tertiary channels, is necessary. in urban areas. Therefore the drainage planning there is adjusted to the planning standards that have been set and planned with dimensions using a return period (5 years) for secondary or tertiary channels. The purpose of the Final Project is to find out the plans for the environmental drainage system and analyze the dimensions of the channel drainage that can overcome inundation in the East Loloan area, Jembrana Regency. Data used are rainfall data from 2007-2016, using the RAPS method, Thiesson Polygon, type III log pearson, Smirnov-Kolmogrov, Talbot and Rational methods, the method used until you get a plan debit with an average of 0.3275 m3 / sec. Continuing to calculate the dimensional recommendations with a hydraulics count using the principle of uniform flow. From the existing conditions in the East Loloan area, Jembrana Regency often experiences inundation because of the inadequate channel dimensions, therefore it is necessary to do a re-planning with dimensions that can accommodate a larger water discharge so that inundation does not occur as before with a count of planned new plans.
REVIEW ALGORITMA CROWD DETECTION DAN FACE RECOGNITION Gede Humaswara Prathama
Jurnal Ilmiah Telsinas Vol 2 No 2 (2019)
Publisher : Universitas Pendidikan Nasional

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Abstract

Saat ini marak terjadi tindakan kriminal di kota-kota, tindakan kriminal tidak hanya terjadi di daerah sepi namun juga di keramaian. Pihak keamanan tentu sudah disiapkan untuk menjaga keamanan dan kenyamanan di sudut-sudut kota. Pihak keamanan terus meningkatkan quick response terhadap tindakan kriminal di daerahnya. Namun hal tersebut belum cukup untuk menjaga kenyamanan terutama pada keramaian jika tidak dibantu dengan teknologi yang ada saat ini. Crowd detection dan face recognition merupakan teknologi yang sudah banyak digunakan dalam berbagai keperluan pada saat ini. Crowd detection merupakan teknologi untuk mendeteksi gerakan manusia dari sebuah kamera. Sedangkan Face recognition adalah teknologi untuk mendeteksi wajah manusia dari sebuah kamera. Dalam beberapa tahun terakhir, algoritma untuk crowd detection telah mendapatkan minat yang kuat, sehingga berbagai penelitian tentang crowd detection sudah banyak dilakukan dengan berbagai metode. Begitu juga dengan face recognition, telah banyak dilakukan penelitiannya dengan berbagai metode dan algoritma. Pihak keamanan dalam menjaga keamanan dan kenyamanan dapat memanfaatkan kedua teknologi ini sebagai sarana pendukung untuk meningkatkan quick response dari pihak keamanan.
EVALUASI PERENCANAAN STRUKTUR JEMBATAN UNDERPASS SIMPANG TUGU NGURAH RAI, BADUNG, BALI Billy Chris Hutama Pasaribu; IGL Bagus Eratodi; Putu Ariawan; IGN Nyoman Wismantara
Jurnal Ilmiah Telsinas Vol 2 No 2 (2019)
Publisher : Universitas Pendidikan Nasional

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Abstract

Congestion at the Tugu Ngurah Rai Roundabout junction that connects the road from Denpasar to the Nusa Dua and surrounding areas has become a problem in the city of Badung. This is because the road has not been able to handle the volume of vehicles at the intersection. Therefore it is necessary to make an underpass. The pass is planned with a total length of 408.4 meters which is divided into two parts, namely the closed section 100.40 meters and open 308 meters. The width of the road to be excavated is 16 meters wide for 2 (two) lanes. Geotechnical analysis is very necessary to plan the underpass structure, because the load that works on the underpass does not only come from traffic loads, but mostly comes from land which greatly affects structural stability. The method used for structural stability analysis in this study is the approach method based on IRC78 / 1983. The abutment design phase, like the structure of a retaining wall basically uses a trial system, then analyzes its stability provided that it must meet the value of the safety factor Sliding FS> 1.5, Bolster FS> 1.5, FS DDT> 3. In the case of the Underpass Simpang Tugu Ngurah Rai bridge the abutment is planned to be 7.8 meters high, 3.5 meters wide and 16 meters long from the ground surface. The results of the stability analysis on the abutment state that the soil can withstand shear forces, and rolling which works on the structure, but the carrying capacity of the soil cannot carry the structure above it, so the foundation below is needed. The foundation analyzed is a caissons foundation of 6 pile drill foundation with a diameter of 0.8 m and a depth of 3.4 meters. Each foundation pole can bear axial loads of 267,097 tons, so the total axial load that can be borne is 1602.55 tons. The caissons foundation with a diameter of 0.8 meters is a foundation that can withstand building structural loads on the Underpass and abutment bridges.

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