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All Journal eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Plano Madani : Jurnal Perencanaan Wilayah dan Kota Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia JAST : Jurnal Aplikasi Sains dan Teknologi Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Jurnal Qua Teknika Prokons: Jurnal Teknik Sipil Journal Innovation of Civil Engineering (JICE) Rekayasa: Jurnal Teknik Sipil Jurnal Plano Buana Jurnal Teknik Sipil Institut Teknologi Padang Jurnal Teknologi dan Rekayasa Sumber Daya Air Journal Of Industrial Engineering & Technology Innovation Composite: Journal of Civil Engineering
Pamela Dinar Rahma
Program Studi Teknik Sipil Fakultas Teknik Universitas Tribhuwana Tunggadewi Malang
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Earth & Planetary Sciences Economics, Econometrics & Finance Education Energy Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Social Sciences Transportation Other

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Perencanaan Dimensi Saluran Drainase Jalan Simpang Seputuk KTT KALTARA Sebagai Penunjang Kegiatan Penanggulangan Banjir (STA 200 - 4 + 400) Sulistyani, Kiki Frida; Rahma, Pamela Dinar; Sinambela, Despari
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

Drainage is one aspect that is meaningful in supporting the infrastructure of an area or region. This study aims to determine the existing condition of the channel and plan the dimensions of the drainage channel that can accommodate flood discharge. This research was carried out in several stages. The first stage, data collection in the form of secondary data, then in the second stage, data analysis is carried out, namely hydrological analysis and hydraulics analysis and the third stage is carried out planning channel dimensions with a trapezoidal cross section. From the results of the analysis and calculations, it was found that the flood discharge of the left segment channel was Qr5 th = 4.3359 - 25.6183 m3 / sec and Qr10 th = 4.9244 - 29.0951 m3 / sec and the flood discharge of the right segment channel Qr5 th = 3.9575 - 9.4389 m3 / sec and Qr10 th = 4.4946 - 10.7199 m3 / sec. In the dimensions of the drainage channel, the left segment has 7 channel segments with a cross-sectional width of the channel (B) = 3.50 m - 5.00 m and a channel depth (H) = 1.30 m - 2.80 m, while the right channel segment has 6 channel segments with a cross-sectional width of the channel (B) = 4.00 m - 5.00 m and channel depth (H) = 1.50 m - 3.00 m. Abstrak Drainase merupakan salah satu aspek yang berarti dalam mendukung infrastruktur suatu wilayah ataupun kawasan. Penelitian ini bertujuan untuk mengetahui kondisi eksisiting saluran dan merencanakan dimensi saluran drainase yang dapat menampung debit banjir. Penelitian ini dilakukan dalam beberapa tahapan. Tahapan pertama, pengumpulan data berupa data sekunder, kemudian pada tahap kedua, dilakukan analisis data yaitu analisis hidrologi dan analisis hidrolika dan tahap ketiga dilakukan perencanaan dimensi saluran dengan penampang berbentuk trapesium. Dari hasil analisis dan perhitungan didapatkan debir banjir saluran ruas kiri adalah Qr5 th = 4,3359 - 25,6183 m3/det dan Qr10 th = 4,9244 - 29,0951 m3/det dan debit banjir saluran ruas kanan Qr5 th = 3,9575 - 9.4389 m3/det dan Qr10 th = 4,4946 - 10,7199 m3/det. Pada dimensi saluran drainse ruas kiri memiliki 7 ruas saluran dengan lebar penampang saluran (B) = 3,50 m - 5,00 m dan kedalaman saluran (H) = 1,30 m - 2,80 m sedangkan pada ruas saluran kanan memiliki 6 ruas saluran dengan lebar penampang saluran (B) = 4,00 m - 5,00 m dan kedalaman saluran (H) = 1,50 m - 3,00 m.
Studi Perencanaan Sistem Off-Site Pengolahan Air Limbah Black Water Di Desa Bener Baru Kabupaten Gayo Lues Provinsi Aceh Putra, Alpinsyah; Rahma, Pamela Dinar; Khaerudin, Dian Noorvy
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 6 (2023): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Planning an off-site wastewater treatment system is one of the meaningful aspects in supporting the infrastructure of an area or region. This study aims to determine the population for the next 10 years, domestic water demand, non-domestic water demand, clean water demand and black water wastewater discharge and gray water wastewater discharge and planning wastewater treatment plants (WWTP). This research collects data in the form of primary data, secondary data and planning of wastewater treatment plants (WWTP) for the next 10 years. The calculation of the population for the next 10 years, namely in 2032, is 745 people and domestic water demand (Qd) = 0.518 liters / second and non-domestic water demand (Qn) = 0.026 liters / second and clean water demand = 0.625 liters / second and black water waste discharge (Q_BW) = 0.100 liters / second and gray water waste discharge (Q_GW) = 0.500 liters / second.
Analisis Kecelakaan Lalu Lintas Di Jalan Panji Kabupaten Malang Jeharut, Valerianus; Rahma, Pamela Dinar; 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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Kecelakaan lalu lintas merupakan kejadian yang sulit diprediksi kapan dan dimana terjadinya, tidak hanya trauma, cedera, ataupun kecacatan tetapi juga kematian. Kecelakaan di jalan raya dapat terjadi akibat sarana dan prasarana yang kurang memadai, faktor kurang hati hati pengemudi, pelanggaran peraturan lalu lintas, faktor kendaraan dan kondisi jalan. Jalan Panji menjadi daerah yang memiliki blackspot yang cukup tinggi dikarenakan sering terjadinya kecelakaan lalu lintas dan menimbulkan korban. Tujuan dari penelitian ini adalah untuk mengetahui karateristik lalu lintas,menganalisis daerah rawan kecelakaan dan dan altenatif penanganan kecelakaan. Metode yang digunakan dalam penelitian ini adalah metode EAN digunakan untuk menghitung angka kecelakaan setiap titik, BKA untuk mengidentifikasi batasan tingkat kecelakaan dengan nilai rata-rata seluruh angka kecelakaan yang terjadi, UCL untuk menentukan daerah rawan kecelakaan dengan tingkat per segmen/ blacksite sehingga diperoleh titik kecelakaan/blackspot. Kesimpulan dari penelitian ini kecelakan dari tahun 2017 sampai 2022, dengan jumlah kejadian yaitu 51 kejadian, kejadian terbesar tahun 2017 merupakan jumlah kecelakaan paling terbanyak dengan 17 kejadian, nilai EAN kritis, daerah rawan kecelakaan (Black Spot) pada ruas Jalan Panji yaitu pada : STA 0+000 - 0+500 , STA 1+500 - 2+000 , STA 2+000 - 2+300, (EAN > EANc = 96,48), Nilai Batas Kontrol Atas (EAN > BKA) = 115, Nilai Upper Control Limit (EAN > UCL) = 103, Dari hasil survei terdapat beberapa poin yang perlu perbaikan/perubahan penambahan tanda-tanda lalu lintas/marka jalan yang dilakukan secara kontinu menurut kebutuhan seperti penambahan rambu-rambu lalu lintas untuk mengiatkan pengendara lebih berhati-hati. Kata Kunci : Karateristik, analisis kecelakaan, Alternatif. Traffic accidents are events that are difficult to predict when and where they will occur, not only trauma, injury or disability but also death. Accidents on the highway can occur due to inadequate facilities and infrastructure, drivers being careless, violations of traffic regulations, vehicle factors and road conditions. Jalan Panji is an area that has quite a high number of black spots due to the frequent occurrence of traffic accidents and causing casualties. The aim of this research is to determine traffic characteristics, analyze accident-prone areas and alternative accident handling. The method used in this research is the EAN method used to calculate the number of accidents at each point, BKA to identify the limits of the accident level with the average value of all the number of accidents that occur, UCL to determine accident-prone areas at a level per segment/blacksite so that accident points are obtained. /blackspot. The conclusion of this research is that there were accidents from 2017 to 2022, with a total of 51 incidents, the largest incident in 2017 was the highest number of accidents with 17 incidents, the EAN value was critical, the accident-prone area (Black Spot) on the Jalan Panji section was at: STA 0+000 - 0+500 , STA 1+500 - 2+000 , STA 2+000 - 2+300, (EAN > EANc = 96.48), Upper Control Limit Value (EAN > BKA) = 115, Upper Value Control Limit (EAN > UCL) = 103, From the survey results there are several points that need improvement/changes, adding traffic signs/road markings which are carried out continuously according to needs, such as adding traffic signs to encourage drivers to be more careful . Keywords: Characteristics, accident analysis, alternatives.
Analisa Kinerja Simpang Tiga Tak Bersinyal (Studi Kasus Jalan Raya Sekarpuro - Jalan Raya Ki Ageng Gribig - Jalan Wisnuwardhana Kecamatan Pakis, Kabupaten Malang) Yolan , Yohanes; 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

Defined there are several problems that often occur and that are the cause of traffic congestion at the intersection of three unsignalized Jalan Raya Sekarpuro - Jalan Raya Ki Ageng Gribig - Jalan Wisnuwadhana Pakis District, Malang Regency The congestion that occurs is caused by long lines of vehicles due to the presence of large vehicles passing through the intersection of three unsignalized Jalan Raya Sekarpuro - Jalan Raya Ki Ageng Gribig - Jalan Wisnuwadhana. The large flow of vehicles passing through the unsignalized triple intersection of Jalan Raya Sekarpuro - Jalan Raya Ki Ageng Gribig - Jalan Wisnuwadhana where the width of the road is not balanced with the traffic flow. The number of activities on the shoulder of the road such as parking vehicles on the shoulder of the road and there are also street vendors that affect the performance at the intersection of three unsignalized Jalan Raya Sekarpuro - Jalan Raya Ki Ageng Gribig - Jalan Wisnuwadhana. From the results of the analysis of existing conditions at the intersection, it is known that the value of vehicle volume in the first week is 11449,5 skr / hour. The performance of the intersection can be seen from the results of data processing using the Indonesian road capacity guidelines PKJI 2014 at the intersection of three unsignalized the highest degree of saturation (DJ) value is in the first week of Monday morning peak hour is 1.0> 0.85, then it is included in the level of service criteria F, namely the state of the flow persists or there is a long queue of vehicles with low capacity, the volume is below capacity and forms a series of vehicles, congestion often occurs and the time is long enough. In extreme circumstances speed and volume can drop to zero.
Analisis Simpang Empat Tak Bersinyak Pada Jl. Gadang Bumi Ayu - Jl. Raja - Kyai Parseh Jaya Selatan - Jl. Kyai Parseh Jaya Utara Kota Malang Klau, Benediktus Bau; Arifiyanto, 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

The research objectives in this study are to determine the characteristics of unsignalized intersections, to determine the performance of unsignalized intersections, and to find the best alternative to solving existing problems at unsignalized intersections. From the results of research and analysis that has been carried out at the intersection of Jl.Gadang Bumiayu - Jl.Rajasa - Jl. Kyai Parseh Jaya Selatan - Jl. Kyai Parseh Utara Malang City, it can be concluded that the flow of vehicles is stable or smooth, good road conditions, no sidewalks, no road markings, no traffic signs. The performance of the intersection Jl. Gadang Bumiayu - Jl. Rajasa - Jl. Kyai Parseh Jaya Selatan - Jl. Kyai Parseh Jaya Utara for the highest traffic volume occurs on Saturdays with the highest traffic volume. The highest traffic volume occurs on Saturdays with the highest total volume occurring in each direction amounting to 3477 skr/hour with a degree of saturation equal to 0.67, so the level of service is C. Which is where the traffic flow conditions are still in a stable state but the motion and speed of the vehicle are controlled. Alternative solutions that can be provided are the installation of no parking signs, the installation of road markings at the intersection of Jalan Gadang Bumiayu so that there is no accumulation of vehicles in the middle of the intersection and there is no intersection in the road marking field.
Analisis Kinerja Lalu Lintas Simpang Empat Tak Bersinyal di Jalan Raya Kepuharjo – Jalan Balai Desa Kepuharjo – Jalan Pertamanan Kecamatan Karangploso, Kabupaten Malang Valdi, Didimus; 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

At intersections there is often a conflict between opposing traffic flows and cutting each other off. One of the intersections that has a high level of congestion is the four unsignalized intersection at Jalan Raya Kepuharjo - Jalan Balai Desa Kepuharjo - Jalan Pertamanan Karangploso District Malang Regency. This study aims to determine the performance, and level of service at four unsignalized intersections on Jalan Raya Kepuharjo - Jalan Balai Desa Kepuharjo - Jalan Pertamanan Karangploso District, Malang Regency. This research uses quantitative and descriptive research types that are guided by PKJI 2014. The results of the study obtained the intersection performance obtained the results of the intersection capacity (C) of 26143 skr / hour, with a degree of saturation (DS) of 0.49, intersection delay (T) of 22.76 sec / sr and queuing opportunities that occur are 40.17% - 79.5%. The level of service obtained results of 0.49, with these results obtained the standard level of service type C (stable flow, increasingly limited speed), for the prediction of the level of service in the next five years DS 0.52, for the level of service C (stable flow, increasingly limited speed).
Analisis Tingkat Kenyamanan Pejalan Kaki Terhadap Pemanfaatan Trotoar di Kawasan Alun-Alun Kota Batu Zogara , Jumi Yantri U.; Rahma, Pamela Dinar; Yurnalisdel, Yurnalisdel
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 6 (2023): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Batu City is a city that is the center and has a variety of supporting activities that make the Batu City Square area a place with 24-hour activities. This is because the Batu City square offers facilities that make visitors feel satisfied while in the square, the activities that occur in Batu city not only occur inside the building, but many activities that occur outside the building such as street vendors who carry out trading activities along the sidewalks of the Batu City Square Area. So that the real impact of the misuse of sidewalks by these street vendors causes pedestrians to use the shoulder of the road in the traffic area, this results in traffic flow becoming obstructed and less comfortable, causing the level of safety and comfort of road users to decrease. So it is necessary to analyze the level of service related to pedestrian satisfaction or comfort with the use of the Batu City Square sidewalk. The conclusions that can be drawn include the level of Service (LOS) of the Batu Square Area on the sidewalk with service level f. This level of service is quite good according to the minimum standard of sidewalk planning. The effective width of the existing sidewalk is not sufficient to accommodate the volume and flow of pedestrians in the Batu Square area, so that pedestrians are not free to precede other pedestrians or change the speed of walking.
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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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 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.
Analisa Kebutuhan Sistem Proteksi Kebakaran Pada Gedung B Universitas Tribhuwana Tunggadewi Jl.Telaga Warna Tlogomas, Kota Malang Suriaman, Edelbertus; Yurnalisdel, Yurnalisdel; 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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Fire protection systems are needed to minimize the impact and losses caused by fire, as it is a dangerous hazard that can have a significant negative impact on society. Building B of Tribhuwana Tunggadewi University has not fully complied with the Minister of Public Works Regulation No. 26/PRT/M/2008 on Technical Requirements for Fire Protection Systems in Buildings and the Environment, based on the findings of the previous fire safety system inspection. The fire protection system requirements of Building B of Tribhuwana Tunggadewi University were analyzed by considering the system requirements as well as the requirements for sprinklers, building hydrants, and evacuation routes in case of fire. Finding out what makes a building and whether a fire protection system is required is the purpose of this research. Data for this research was collected through visits to institutions, observations, interviews, assessment and measurement of fire safety systems, and literature studies. Afterwards, the research findings were examined and evaluated for conclusions. The fire safety equipment component has a weight value of 8.14 and a condition value of 8.00. This shows that the protection system of block B of Tribhuwana Tunggadewi University still has a poor utility component. A groundwater tank with a water capacity of 300 m3, a complete Hydrant box requires 72,000 liters of air, a Hydrant pillar requires 68,400 liters of air, and a sprinkler system requires 91,560 liters of air, according to the needs of the fire protection system analysis. The recommendations are intended to improve the fire safety system of building B of Tribhuwana Tunggadewi University.
Co-Authors Apriliyanti , Ayu Garung, Yovanus Hendradino Malo , Suryadi Harming Seran Maia , Gerjulani Elisabeth Ahdat, Sergius Kurniawan Ama, Ignasius Tamo Andy Kristafi Arifianto Arifianto , Andy Kristafi Arifianto, Andy Kristafi Arifianto, Andy Kristafi Arifianto, Andy Kristafi Arifianto, Andy Kristafi Arifiyanto, Andy Kristafi Arnoldus Moruk, Dionisius Azwar, Erizaldy Bela, Alfianus Indra Claudius Sebi Tawong Conceicao Soares , Jose Da De Jesus , Arcelia De Jesus, Agusto Dipa Supriyanti Dyna Analysa Eli , Elisabeth Exposto, Lino De Jesus Madeira Fifi Damayanti Galih Damar Pandulu Gatur, Fergilus Hambut, Silvanus Hartutut , Awanda Helena N. Mini Hesti Triana Hutama, Cahyo Jeharut, Valerianus Jenamu , Bergionius Jesus, Antonio Dos Santos De Jesus, Vitorino De Kaleka, Sarita Inya Kase, Ridho Aryandi Khaerudin, Dian Noorvy Khaerudin, Dian Noorvy Kiki Frida Sulistyani, Kiki Frida Klau, Benediktus Bau Kristafi A, Andy Kristafi A, Andy Kristafi, Andy Leliana, Arinda Lestari, Eva Ayu M Sa’dillah Maia, Jenina Duarte Malo, Yogi Supardan Maneek, Benyamin Mendonca , Oscar De Mus Mulyadi Retang Mustaqim Mustaqim, Mustaqim Nyuru, Andri Kering Oktavianus Oba Oktaviastuti, Blima Peka , Lukas Ledu Primasworo, Rifky Aldila Putra, Alpinsyah Rifky Aldila Primasworo Rifky Aldila Primasworo Rifky, Rifky Aldila Primasworo Rizqi, Utin Winny Rosiana Taung Samah, Syamsuddin Satoko, Remi Nisda Mela Satria, Destian Selan, Fitron Andrias Selen , Karolus Silva, Umbu Bernard da Sinambela, Despari Suhudi . Suriaman, Edelbertus Tonsa , Samuel Valdi, Didimus Wandi, Wandi Wijaya, Handika Setya Yohana Desideria Bria Yolan , Yohanes Yurnalisdel, Yurnalisdel Zogara , Jumi Yantri U.