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Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur)
Published by Universitas Tribhuwana Tunggadewi
ISSN : 26222744     EISSN : 26229730     DOI : -
Core Subject : Science, Engineering,
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Energy Engineering Industrial & Manufacturing Engineering
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.
Arjuna Subject : Teknik (semua kategori) - Tenik Industri dan Manufaktur
Articles 234 Documents
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Pengaruh Pembangunan Jembatan Tunggul Mas Terhadap Kinerja Ruas Jalan Tlogomas Kota Malang Da Silva , Jenia Hoar Pinto; Primasworo, Rifky Aldila; Sa'dillah , M.
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

Transportation is an important part of human life. Transportation is closely linked to all human activities, including the acquisition of products and services for many reasons. The purpose of this study is to assess the performance of the road, assess the impact of bridge construction, and find a feasible alternative solution. This research belongs to the field of quantitative descriptive research. It uses a hypothesis verification method, beginning with deductive reasoning to formulate hypotheses and then conducting field tests. The Tlogomas Road section of Malang City is observed to be busy on Tuesdays at 06.00 to 07.00. So far we have been able to achieve a capacity value (C) of 2,775 skr/h and a degree of saturation (DJ) value of 0.93, higher than the DJ value set in PKJI 2014 (DJ > 0.85). Therefore, the level of service is categorized as E, indicating inconsistent flow with periodic decreases in speed and demand approaching its maximum capacity. Based on the study results obtained through the use of SPSS, it can be concluded that the construction of the Tunggul Mas bridge has a significant influence on the performance of the Tlogomas road section. In section 2, it seems that the eastern region, X1 (motorcycles), is the most affected. The estimated t table value of 2.650 is much greater than the t table value of 0.005. Alternative solutions used include the installation of warning signs prohibiting parking on the roadside, as well as the application of yellow box intersection markings at the Tlogomas intersection in Malang City.
Analisis Kinerja Ruas Jalan Sudanco Supriyadi Kota Blitar Peka , Lukas Ledu; Arifianto , Andy Kristafi; Rahma , Pamela Dinar
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

Supriyadi Road is a pleasant urban road in Blitar City. It functions as a two-way two-lane collector road (2/2 UD) and is located in the PETA Monument area. The route has a length of 2.46 kilometers. This road section deserves close attention because it is surrounded by tourist attractions and schools. Parking activities at these locations occupy most of the road, resulting in a reduction in the effective width of the road. Around the PETA monument, which is about 200 meters long, there are four school areas: SMKN 3 Blitar, SMPN 3 Blitar, SMPN 5 Blitar, and SMPN 6 Blitar. In addition, there is the Bung Karno Tomb Tour. As a result, there tends to be a large density of people during peak hours in this area. This study aims to determine the performance of S.Supriyadi road in Blitar city and ensure predictions for the next five years. This research uses descriptive methodology and refers to the Indonesian Road Capacity Guidelines (PKJI, 2014). The results showed that the Degree of Saturation (DJ) value was recorded at 0.55 during the Monday peak hour, falling into the level of service C category. Meanwhile, the forecast for the next five years (2026) for DJ stands at 0.55. This indicates that the S. Supriyadi road section falls into the level of service C category, i.e. traffic flow remains stable but vehicle speed is regulated.
Analisis Kinerja Simpang Tak Bersinyal di Kota Malang (Studi Kasus Jalan S. Supriadi - Jalan Satsui Tubun Kecamatan Sukun) Agung, Stefanus Leo; Sa'dillah, M.; Primasworo, Rifky Aldila
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

The intersection of Jalan S. Supriadi - Jalan Satsui Tubun is a connecting route between Malang city and other cities. So to minimize the conflict in the intersection of Jalan S. Supriadi - Jalan Satsui Tubun, serious handling is needed. So that researchers are interested in studying further through research with a quantitative approach method of descriptive type. The implementation of this research aims to analyze the performance of Jalan S. Supriadi - Jalan Satsui Tubun in the existing and the next 10 years and recommend appropriate handling techniques at the intersection. Then to support data analysis, researchers implemented two types of data sources, namely secondary data sources in the form of the number of vehicle growth and population, while the primary data was in the form of intersection geometric conditions and traffic volume. Data collection was carried out for 7 days. The results of the traffic performance analysis showed that the value of vehicle volume in 2023 was 5249 cur/ hour, the degree of saturation (DJ) value obtained was 1.0> 0.85, meaning that the speed level was slow and the flow was experiencing obstacles, so it fell into category F for the level of service and the delay was 28.3 sec /cur service level B (less). From the analysis results for the next 10 years, the degree of saturation (DJ) on Jalan S. Supriadi - Jalan Satsui Tubun still meets the requirements based on PKJI 2014. In 2023, the traffic volume levels on the east, south, and north approaches are 666 pcu/h, 979 pcu/h, and 1042 pcu/h respectively, while the degree of saturation on the east, south, and north approaches are 0.71; 0.49; and 0.71 respectively.
Analisis Simpang Tiga Bersinyal Pada Jl. Kebonsari - Jl. Satsui Tubun - Jl. Sudanco Supriadi, Kota Malang Dhena, Elvianus Venansius; Arifianto, Andy Kristafi; Oktaviastuti, Blima
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

This research focuses on the performance analysis of a signalized intersection located at the crossing of Jalan Sudanco Supriadi and Jalan Satsui Tubun in Malang City. Involving two or more intersecting roads, this intersection is the center of attention regarding its capacity changes, which can create challenges in terms of traffic, accidents, and congestion. The main objective of this study is to evaluate the performance of the intersection during the observation period and project the performance five years into the future. The research design in this study uses quantitative with descriptive research type. This research will analyze data related to traffic volume, capacity, saturation level, cycle delay time, green time, and vehicle queuing. The results concluded that the intersection has a road width of 11 m with two two-way lanes and a 1 m wide road shoulder. The vehicle volume reached 2628.45 skr/hour, while the capacity of the north, east, and south directions were 1,065.84 skr/hour, 997.79 skr/hour, and 886.61 skr/hour, respectively. The saturation level on the north approach is 1.059, east 0.721, and south 1.154. The delay value reaches 194.397 seconds/skr, with an adjusted cycle time of 77 seconds. The queuing opportunities on the north, east, and south approaches are 382 m, 58 m, and 371 m, respectively. This intersection is predicted to experience heavy traffic flow in the next five years, as a result of the estimated traffic volumes. This research provides an in-depth understanding of the traffic problems at the intersection and is expected to provide useful solutions for drivers who frequently cross the intersection of Jalan Sudanco Supriadi and Jalan Satsui Tubun in Malang City.
Analisis Kinerja Jaringan Irigasi Pada Daerah Irigasi Plunturan Kabupaten Ponorogo Mulyadi Retang, Mus; Noorvy Khaerudin, Dian; Suhudi; Dinar Rahma, Pamela
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

Plunturan Village, Pulung District, Ponorogo Regency, there is the Plunturan Irrigation Area, which has an operational area of 18 hectares. Water needs for agriculture require strong irrigation infrastructure. The aim of this research is to assess the effectiveness and efficiency of the irrigation network assets in the Plunturan Irrigation Area. In accordance with the Performance of Electronic Asset Management and Water Systems (e-PAKSI) and PUPR Ministerial Regulation Number 12/PRT/2015, this research uses quantitative descriptive techniques. We used e-PAKSI to survey people in the secondary to tertiary stages of the irrigation network to get information on the irrigation system performance index (IKSI) and the management of irrigation assets (PAI). Eleven canal sections and fourteen irrigation facilities, each of which has unique characteristics, form the irrigation network of the Plunturan Irrigation Area, according to PAI data. The condition value of canal assets is 72.12%, and the condition value of irrigation building assets, if considered together, is included in the medium condition group. The channel asset condition value is known to be 56.24%. Performance of the irrigation network of the Plunturan Irrigation Area, both quantitatively and qualitatively. With a performance score of 63.79%, the primary irrigation system is classified as requiring quick maintenance, while the tertiary irrigation system is in the same category with a performance score of 53.42%. The findings of the IKSI data study strengthen this conclusion. If irrigation operation and maintenance services are poor, the irrigation network will not be well maintained. Maintenance responsibilities include performing routine and sporadic maintenance as well as minor and major repairs and upkeep.
Analisa Pemilihan Moda Angkutan Antara Angkutan Online dan Angkutan Konvensional (Studi Kasus Angkot Trayek LDG) Jehamin, Artoldus; Arifianto, Andy Kristafi; Oktaviastuti, Blima
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

Respondents' choice of the means of transportation they use to get there is based on its reliability, safety, and comfort. In Malang City, especially in LDG, where internet travel is more common than traditional travel, this is a major cause of transportation problems. The impact can be seen in the decline in users of conventional transportation because people prefer the comfort and convenience offered by online transportation. Knowing what characteristics online and traditional transportation users on the LDG route in the city of Malang have is the aim of this research. This type of descriptive research uses a quantitative research design. The client statistical index (CSI) approach, with the help of SPSS 25 software, was used for data analysis in this research. The survey was carried out by distributing questionnaires to 50 online transportation respondents and 50 conventional transportation respondents, containing the characteristics of travellers based on age group, gender, job group, and income group. The results of this research are the characteristics of travellers at a percentage of 54% with age <26 years choosing online transportation, gender with a percentage of men 80% women 20%, occupational group at a percentage of 34% choosing online transportation, and income group 1,000,000-2,500. 000 at a percentage of 44% choosing online transportation. Following that, 54% of respondents over 25 years old chose conventional transportation, then 54% of men and 46% of women. Teachers made up 22% of the occupational group that chose conventional transportation, and 44% of respondents in the $1,000,000 to $2,500,000 income group chose conventional transportation.
Analisis Bangkitan Pada Ruas Jalan Pasca Pembangunanan Apartemen Begawan Di Jl. Raya Tlogomas, Kota Malang Ndapakamang, Aronot Delta; Yurnalisdel, Yurnalisdel; Oktaviastuti, Blima
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

Transportation plays an important role in people's lives because it can facilitate daily activities. The existence of transportation can connect one area with another. Roads are very important traffic facilities for community mobilization. One part of the road infrastructure is the intersection, which is the meeting point of each road section. This can make the performance of an intersection affect the performance of the road section as a whole. The purpose of this study is to determine traffic generation, road section performance, and analyze the volume of traffic flow in the next 5 years on the tlogomas road section. This is due to the high volume of vehicles on Jalan Raya Tlogomas which often causes congestion. From these problems, it is necessary to study the performance of Jalan Raya Tlogomas by calculating traffic volume, capacity and degree of saturation. The existing road at the research location has a road body width of 9 m, namely with 2 two-way lanes so that each lane is 4.5m and a 1.00-m road shoulder. In this study the data taken is the volume of movement generation in the Begawan apartment which amounted to 704-units and 868-units of vehicles, the volume performance of the tlogomas road section which shows that the peak hour on Friday, June 30, 2023 (Dinoyo -Batu) at 07:00-08:00 and (Batu-Dinoyo) at 13:00-14:00. Based on the results of the calculation obtained the total flow of 89359 smp / hour, the capacity value (C) 2599 skr / hour and the degree of saturation (DJ) 2.25 has exceeded the DJ value required in PKJI 2014 which is DJ≥1.00 and the level of service is F (Very Bad).
Analisis Kinerja Simpang Empat Bersinyal Pada Jalan Raya Pendem Menggukan PTV Vissim Mendonca, Natalino; Oktaviastuti, Blima; Arifianto, Andy Kristafi
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

Transportation facilities play an important role in human life. The existence of human interests that always require mobilization to support activities in daily life, makes it inseparable from transportation, especially roads. Therefore, the road is the easiest means of transportation to move from one place to another. The existence of diverse activities has an effect on increasing transportation needs which results in various problems. In the development process, cities are strategic locations for the creation of population growth rates. In Malang City, many people come for shopping, school, and work. This makes the government continue to develop its territory accompanied by various problems that are increasing every year, especially road transportation problems. Some of these problems include traffic congestion. Based on this background, this study aims to determine the performance of the four-signal intersection on Pendem Street, Malang District. The research design in this study uses quantitative methods with descriptive research types. Based on the results of the research, the results of the performance of the four-signal intersection include: (1) Traffic volume of the West arm 680.45, North 106.55, South 421.2, and East 721.5; (2) Capacity (C) of the North arm 266.4, East 280.4, South 210.3, and West 280.4; (3) Degree of saturation of the West arm 2.426, North 0.399, South 2.002, and East 2.573; (4) Queue length of the West arm 152.52, North 3.94, East 125.72, and South 93.69; (5) West arm stalled vehicle ratio 1.360, North 2.027, South 2.686, and East 1.781; (6) Intersection average delay 299; (7) Intersection road level of service F (very bad); (8) Data analysis using PTV Vissim obtained the level of service on the West arm F (very bad), North B (good), East E (bad), and South F (very bad).
Analisis Kebutuhan Ruang Parkir Science Technopark Universitas Tribhuawana Tunggadewi Malang Mau , Maria Febiola Soi; Arifianto , Andy Kristafi; Primasworo , Rifky Aldila
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

The student development center named Science Technopark is located at Tribhuwana Tunggadewi (UNITRI) and serves as a hub for the development of scientific education faculties. The problem that arises is the need for parking spaces due to the increasing student population and car ownership. This research aims to assess the parking space requirements of UNITRI Science Technopark located at Jalan Telagawarna, Tlogomas, Malang City by considering the existing conditions. This type of research explores specific demographics or samples using positivist quantitative research methodology to evaluate preconceived premises. Four-wheeled vehicles only require eight parking spaces, while two-wheeled cars require a total of 97 SRPs. The 60o parking pattern has a higher SRP (98 SRP) than the alternative when taking into account the two-wheeler parking pattern. The SRP and four-wheel SRP of 8 is the most effective parking pattern that will be utilized at Science Technopark Unitri Malang after many parking models have been analyzed. The maneuverability of vehicles when entering and exiting the parking lot is improved with this angle of parking arrangement.
Analisis Pengembangan Objek Wisata Air Terjun Coban Glotak Sebagai Daya Tarik Wisata Di Desa Dalisodo, Kecamatan Wagir, Kabupaten Malang Hambut, Silvanus; Primasworo, Rifky Aldila; Rahma, Pamela Dinar
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

Dalisodo Village is well known in the community, especially in the world of tourism. This village is very rich in natural potential, located in Malang Regency, which is the center of a tourism center that is easy to reach. Coban Glotak waterfall is located in Dalisodo village as a very interesting potential tourist attraction. Coban Glotak Waterfall has a height of 100 m and is still in the Coban Glotak Forest so that it presents a balance system in human life. Coban Glotak waterfall should be developed as a tourist attraction that ultimately brings benefits to the local community. The roads are still damaged, the parking area is still not managed and maintained properly and there is no clear registration system. The data collection technique used purposive sampling with in-depth interviews with the village head, management, community and visitors. Existing data is processed using the SWOT technique by analyzing the situation then described in a conclusion to formulate a management strategy formula. Based on internal and external factors owned by Coban Glotak Waterfall, the following strategies can be formulated: improving cleanliness, promotional programs, building cooperation with tourism businesses and managing supporting facilities. From the results of the analysis obtained based on the results of the IFAS and EFAS SWOT matrix in the table as described above, the results can be summarized as follows: Coordinates of the internal analysis diagram (X) (Total Strength-Score Total Weakness) :2 = (3.5-3.4) : 2 = 1.8 Coordinates of external analysis (Y) (Total Opportunities-Score of Total Threats) : 2 = (2,7-2,9) : 2 = - 0,1.

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