cover
Contact Name
Ayu Chandra
Contact Email
ayu.chandra21@gmail.com
Phone
+6285797094724
Journal Mail Official
sentikuin@unitri.ac.id
Editorial Address
Fakultas Teknik, Universitas Tribhuwana Tunggadewi Malang Jl. Telaga Warna Blok C, Tlogomas, Malang 65144, Jawa Timur
Location
Kota malang,
Jawa timur
INDONESIA
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur)
ISSN : 26222744     EISSN : 26229730     DOI : -
Proceeding Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur is a scientific conference proceeding that publishes articles in the field of Chemical Engineering, Civil Engineering, Industrial Technology, Environment and Infrastructure.
Articles 234 Documents
Search results for , issue " " : 234 Documents clear
Analisa Kebutuhan Sistem Proteksi Kebakaran (Studi Kasus Gedung Science Techno Park Universitas Tribhuwana Tunggadewi) Kune , Metusalah A.; Yurnalisdel, Yurnalisdel; Sulistyani, Kiki Frida
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 6 (2023): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Abstract

Based on observations, the Science Techno Park Building of Tribhuwana Tunggadewi University requires a fire prevention system because many students use the facility for activities. Therefore, people who use the building have the potential to cause a fire. The purpose of this study is to determine the characteristics of buildings and land, analyze fire protection needs and plan the placement of fire protection equipment in the Science Techno Park Building of Tribhuwana Tunggadewi University. Literature studies, agency visits, observations, measurements, and fire safety system assessments are some examples of quantitative research and data collection methods. The fire safety system assessment includes passive and active systems. (1) The sprinklers used are upright, pendant type, and have a temperature sensitivity of 65˚C. The liquid in the tube is red in color. This finding is based on the data obtained. (2) A single water storage tank (reservoir) is used to store clean water needed daily and fire extinguishers. (3) The maximum water volume required is 494 m3, although the Groundwater Tanks (GWT) in Buildings A and B of Sains Techno Park have a capacity of 225 m3. It is recommended that hydrants and sprinklers be installed immediately in Science Techno Park buildings A and B of Tribhuwana Tunggadewi University.
Evaluasi Kondisi Simpang Tiga Tak Bersinyal (Studi Kasus: Jalan Cengkeh – Jalan Kalpataru – Jalan Dewandaru, Kota Malang) Moni, Emanuel Yosef; Arifianto , Andy Kristafi; Rahma , Pamela Dinar
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 7 (2024): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Abstract

The purpose of this study was to evaluate the performance of a three-signal intersection located in Lowokwaru Subdistrict, Malang City, at Cengkeh Road, Kalpataru Road, and Dewandaru Road. This triangle suffers from congestion problems and long vehicle queues. The huge amount of traffic exceeds the capacity of the road, which causes a decrease in speed, longer delays, and many queues of vehicles. This research was conducted quantitatively using a descriptive approach. Data was collected through field surveys with direct observation and the use of tools such as research forms, watches, hand gauges, and digital cameras. Secondary data came from relevant institutions, such as the Central Bureau of Statistics (BPS) and the Malang City Transportation Office. In accordance with the Indonesian Road Capacity Guidelines (PKJI), the analysis was carried out by calculating traffic volume, road capacity, degree of saturation, delay, and queuing opportunities. The analysis shows that in the peak hour, this intersection has a degree of saturation (DJ) of 1,5, which far exceeds the PKJI required DJ < 0,85, and its level of service is classified as very poor. This performance degradation contributes to prolonged congestion and queuing in the area. To address this problem, a zebra crossing on Jalan Cengkeh and additional sidewalks at the intersection are recommended to reduce delay and improve intersection performance. This research is expected to provide practical solutions to improve traffic conditions at the intersection and reduce its negative impact on road users.
Perencanaan Jaringan Pipa Pembawa Untuk Memenuhi Kebutuhan Air Bersih Desa Purwosekar, Kabupaten Malang, Jawa Timur Sulistyani, Kiki Frida; Irianto , Danang Bimo; Imanda , Yulia Liliyosari
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 7 (2024): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Abstract

Purwosekar village does not have an effective clean water distribution system. Sumber Jenon is located about 3.1km from Purwosekar village, precisely in Gunungronggo village, Tajinan sub-district. Sumber Jenon has potential for continuous water availability throughout the year, from the measurement of instantaneous discharge in getting potential from Sumber Jenon water of 481 liters/det. Tajinan sub-district consists of 12 villages, one of which is Purwosekar village. In 2024 Purwosekar village has a population of 4,786 people, while the projection of 2030 is 5,414 people. The clean water demand taken is 80 l/person/day in accordance with the minimum service standard for rural water. The water demand of the population in Purwosekar Village in 2024 amounted to 6.38 l/dt, in 2030 it amounted to 7.22 l/dt. Pipe network planning is based on water demand in 2030 using epanet 2.0 software. Clean water distribution in Purwosekar Village requires 6,978 meters of pipe, with pipe diameters varying from 2 inches (60mm) to 6 inches (165mm). The pipe used is PVC pipe with a pipe roughness coefficient of Hazen William 120. The length of pipe required for a diameter of 6 inches (165mm) is 1452m, diameter 5 inches (144 mm) 1867m, diameter 4 inches (140mm) 1345m, diameter 3 inches (89 mm) 1281m and diameter 2 inches (60mm) 1033m.
Evaluasi Tingkat Kepuasan Pengguna Fasilitas Jembatan Penyeberangan Orang (JPO) Jalan Jaksa Agung Suprapto Kota Malang Renggi Tay, Roylisandro; Primasworo , Rifky Aldila; Rahma , Pamela Dinar
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 7 (2024): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Abstract

The rights and responsibilities of pedestrians are regulated by legislation as the government priorities their safety, security and convenience. Pedestrians are entitled to the provision of supporting facilities such as road surfaces, crossings, and other facilities in accordance with Article 131 of Law No. 22 of 2009 concerning Road Traffic and Transport. The Pedestrian Bridge (JPO) is made with the aim that circulation in traffic does not interfere with other transportation, so that the path to the specified destination can run smoothly. The result of the satisfaction level is 61.20%, which means that the level of satisfaction and the level of importance of the facilities that have been provided by the management of the pedestrian bridge is satisfactory / good. Of the 13 attributes of the questionnaire, there are 3 attributes that are included in quadrant I (top priority), these attributes are very important but their performance is not satisfactory. Efforts to increase the satisfaction of users of the pedestrian bridge (JPO) Jalan Jaksa Agung in Malang City are in the position of quadrant I space B, namely Stable Growth Strategy / stable growth strategy. These results indicate that there is a need for a strategy to maintain existing growth by increasing strengths and taking advantage of opportunities to achieve the expected quality of facilities so that the condition of the JPO building improves to make it easier for users.