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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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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.

Analisis Kinerja Simpang Tiga Tak Bersinyal (Studi Kasus: Jalan Karyawiguna - Jalan Akordion Barat - Jalan Sasando, Tunggulwulung, Loakwaru, Kota Malang) Pajangga , Indra Habaita; Arifianto , Andy Kristafi; 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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Malang City has a dense population and affects vehicle mobility on the road, especially the intersection analyzed in this study is Jalan Karyawiguna-Jalan Akordion Barat-Jalan Sasando, Tunggulwulung, Lowokwaru, Malang City. At local road intersections without traffic signals, this often results in delays, queues and traffic jams. Fuel is wasted in traffic jams, which also contribute to air pollution, noise, and slowed movement of goods and services. This research method uses deductive-inductive qualitative research methodology. the research uses descriptive research type and determines the location. The results of the research found data in the field such as traffic volume surveys conducted using the average traffic survey method (LHR). The results of the study for 1 week the highest peak hour volume = 3024 skr / hour, capacity (C) = 2282 skr / hour, degree of saturation (DJ) = 1,3, exceeding the standard DJ value set in PKJI (DJ ˂ 0,85). Therefore, the traffic volume at this intersection is classified as level of service F (Very high) and has unstable flow characteristics.

Analisis dan Uji Eksperimen Kuat Lentur Balok Kayu Meranti dan Kayu Wadang Kabupaten Malang dengan Metode Laminasi Nono , Hendrikus Balsano; Wijaya , Handika Setya; 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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The larger the local area, the more naturally wood is available as a construction material. Compared to other basic materials, wood is a lightweight material suitable for use with simple hardware. Wood can be used in construction. Flexural strength is a type of shaft that requires considerable consideration. The purpose of this study is to determine specifically the real properties, mechanical properties, and flexural strength of plywood (glulam), in meranti wood and wadang wood, which comes from the Malang Regime. Explicit gravity testing, flexural strength, and moisture content were all conducted. Glulam radiation was tested using Epoxy and Crona sticks. The analysis results show that meranti wood and wadang wood have typical air contents of 18% and 19% respectively and typical thicknesses of 0.69 (Ton/m3) and 0.37 (Ton/m3) respectively. Based on laboratory results, the typical thick flexural strength of meranti and wadang timber perfect beams is 61.72 MPa and 38.96 MPa. In meranti wood and wadang wood, the covering layer made with paste and glue with pegs usually has a flexural strength of 22.16 MPa and 24.16 MPa, respectively.

Analisis Kebutuhan dan Penataan Ruang Parkir Kendaraan Roda Dua (2) di Museum Peta Kota Blitar Benediktus Ogan, Ari; Primasworo, Rifky Aldila; Pandulu, Galih Damar
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 6 (2023): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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The Peta Monument in Blitar was built to commemorate the PETA (Defenders of the Fatherland) rebellion against the Japanese army on February 14, 1945 led by Soedanco Soepriyadi. The Peta monument is located on Jl. Sudanco Supriyadi, Bendogerit, Sananwetan sub-district, Blitar city, East Java 66133. The existence of the PETA Army Headquarters Area as one of Blitar City's cultural heritage assets. The main problem identified is that the parking lot has not been optimally utilized, there is no good and ideal parking plot marking as a parking area, especially for two-wheeled vehicles and four-wheeled vehicles and other vehicles visiting the Map Monument. An adequate parking lot is able to meet the capacity of the parking lot so that it can satisfy visitors visiting the Blitar Map Monument. The purpose of this study is to determine the prediction of vehicle parking, parking capacity, and parking space arrangement. The data used are primary data and secondary data. Where the results of the research of two-wheeled vehicle parking needs are 35 SRP, four-wheeled vehicles are 104 SRP and bus parking is 5 SRP. Therefore, parking arrangements are made to obtain the availability of parking for two-wheeled vehicles (motorbikes) 163 SRP with a parking angle of 90°, four-wheeled vehicles (cars) 104 SRP with a parking angle of 45°, and bus parking 5 SRP with a parking angle of 90°.

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.

Analisis Bangkitan Perjalanan Berbasis Rumah Tangga (Studi Kasus: Perumahan Karangploso View, Kabupaten Malang) Cruz , Maria Fujiada Da; Arifianto , Andy Kristafi; 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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The increasing population of Malang Regency can trigger increased movement. The large number of housing estates that have emerged in Malang Regency will lead to an increase in the number of movements made by residents who occupy housing in an effort to meet their needs, be it primary, secondary, and tertiary needs which can cause traffic flow disruptions that cause a decrease in the level of road service. The main objective of the study is trip generation to obtain a relationship that connects land use with the amount of development entering and leaving the area. The trip generation planning plan to assess as accurately as possible the current traffic age, which will be used to predict what will happen. This survey was conducted by interviewing and distributing questionnaires to each resident's house. Analyzing data with descriptive statistical methods of correlation test and multiple linear regression analysis. Based on the results of the analysis that has been obtained, the characteristics of the population in Karangploso View housing are the number of family members who dominate 4 people consisting of family members who go to school and work with an average income of >Rp 2,000,000.00. The most dominating vehicle is a 2-wheeled vehicle and is most often used to go to the office / office. The results of the analysis show that the frequency of use of 2-wheeled vehicles in a week has a significant influence on trip generation with a regression coefficient value of 0.524. Thus, along with the increase in population, the number of trips using 2-wheeled and 4-wheeled vehicles increased significantly, especially on routine trips such as going to work also increased significantly.

Analisis Titik Rawan Kecelakaan Di Ruas Jalan Eltari Ende Kota Ende Kabupaten Ende Di Tinjau Dari Aspek Jalan Berkeselamatan Primasworo , Rifky Aldila; Sa'dillah, M.; Rede , Eminensius Vini Yuan
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 6 (2023): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Ende City is located in East Nusa Tenggara Province, also one of the education cities, where many schools and universities exist, this is one of the reasons for the increasing accident rate in Ende City. Eltari road is a primary collector type road which is an urban road that functions as a link between Simpang lima Ende road, Wirajaya road, and Basuki Rachmat road. This research uses quantitative methods, with data collection for 1 week. Z-Score and Cusum analysis methods. From the data obtained from the Ende Regency Police Traffic Unit from 2018-2022 the incidence of accidents on the Eltari Ende road section was 27 incidents. The objectives taken in this study are to determine the characteristics of the road, find out Blacksite and Blackspot, and how to improve the road section with safety. Based on the observations obtained, the level of service analysis value on the Eltari Ende road section is 0.32 with criterion B, namely stable flow, but the operating speed begins to be limited by traffic conditions. Based on the results of the Z-Score and Cusum analysis methods, it is known that the Eltari Ende road is identified as an accident-prone point seen from the road segment which has a Z-Score value in segment I of 0.182 which is positive 0, the Cusum value in segment I is 10.000 which is positive and 0. Based on the classification, it states that if the Z-Score and Cusum values are positive or 0, it is identified as accident-prone. Proposals in an effort to reduce accidents and improve safety roads, are repairing and adding road complementary facilities, checking, inspecting and monitoring regularly so that traffic conditions remain stable, improving road safety.

Kapasitas Lentur Balok Pada Beton Bertulang dengan Agregat Lokal dari Sungai Babulu Malaka, Nusa Tenggara Timur Bianco , Ricardo Justino; Rasidi , Nawir; Wijaya , Handika Setya; Ningrum, Diana
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 6 (2023): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Sand and crushed stone from the Babulu River in Malacca Regency is one of the materials that is often used by the local community as an aggregate for concrete construction, as a construction material the aggregate must meet technical requirements. The research method used was experimental with cylindrical samples measuring 15 cm x 30 cm and beams measuring 8 cm x 12 cm x 120 cm. The aggregate variations used were 0%, 25%, 50%, 75%, and 100%. Data were analyzed by assessing physical properties such as sieve analysis, silt content, moisture content, and specific gravity of aggregates. Further testing was carried out to test the compressive strength of concrete, to test the bending strength of the beam, and the deflection that occurs in the beam. The results showed that the sand and crushed stone material from Babulu River had a fineness modulus of 3.61%, while that of Malang Regency was 2.63%. Meanwhile, for coarse aggregate, the fineness modulus gradation of Babulu River is 4.06%, while that of Malang Regency is 4.43%. The use of the 50% variation of aggregate material from the Babulu River in the concrete mix produced a fairly good average compressive strength value. At 28 days of age, concrete using material from the Babulu River achieved an average compressive strength of 16.26 MPa. Reinforced concrete beams using materials from the Babulu River had an average flexural load-bearing capacity of 1,800 kg and an average deflection of 5.16 mm.

Perancangan Alat Hydrocracking Untuk Pembuatan Pabrik Base Oil dan Gasoline Dari Limbah Plastik Huda, Istaniyah; Abrina Anggraini , Sinar Perbawani; Ma'sum, Zuhdi
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 6 (2023): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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The need for lubricants in Indonesia for industrial machines, motor vehicles, shipping, heavy equipment, agricultural machines, mining and various other machine lubricants is being used in increasing quantities. Through a pyrolysis process followed by a hydrocracking process, plastic waste can be processed into base oil as the main product and gasoline as a side product. Plastic waste raw materials can be processed using a hydrocracking reactor to produce products in the form of Synthetic Base Oil and gasoline with a conversion of up to 90%, so it is necessary to design a factory for the production of base oil with a capacity of 35,000 tons/year and gasoline with a capacity of 27,000 tons/year using Hydrocracking Reactor. The aim of this research is to determine the design dimensions of a Hydrocracking Reactor with a capacity of 194,444.44 kg/day for making base oil and gasoline from plastic waste (PE). From the mass and heat balance calculations, the equipment specifications are obtained in the form of a Hydrocraking Reactor with a single stage type, a mass flow rate of 54,665.36 kg/hour, a tank diameter of 27.5 ft and a height of 30 ft made from SA-240 Grade A stainless steel which is capable of processing feed. enters from the pyrolysis reactor with batch operating conditions (every 1.5 hours). The head thickness is 0.4 in, the shell thickness is 0.35 in, and the setting area is 510.25 ft2.

Home Page

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Contact Name
Ayu Chandra

Contact Email
ayu.chandra21@gmail.com

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+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

Abstract

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Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

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

Abstract

Abstract

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Abstract

Abstract

Abstract

Abstract

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Abstract

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