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Published by Universitas Muhammadiyah Palangkaraya

ISSN : 02161346 EISSN : 24073857 DOI : -

Core Subject : Engineering,

Civil Engineering, Building, Construction & Architecture

The publication of Media Ilmiah Teknik Sipil certainly participates in disseminating the results of research and review of science and technology development conducted by lecturers and researchers especially from UM Palangkaraya and other universities. This edition contains 8 articles consisting of civil engineering topics.

Arjuna Subject : -

Articles 181 Documents

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Evaluasi Kinerja Terminal Induk Pal 6 Kota Banjarmasin Bagus Priambodo Prima; Utami Sylvia Lestari
Media Ilmiah Teknik Sipil Vol 7 No 2 (2019): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

PAL 6 Main Terminal of Banjarmasin city is the type of terminal type B. The purpose of this study was to determine and analyze the operational PAL 6 Induk Terminal of Banjarmasin city at this time and know the performance of services provided by the terminal to the users, as well as the alternative of appropriate strategies to be executed so that the terminal can operate optimally. This Terminal Performance Evaluation is facilities to analyze variables by using Importance-Performance Analysis. The survey was conducted on the operating hours of the terminal as well as the location of the survey carried out in the PAL 6 Induk Terminal of Banjarmasin city. Surveys conducted surveying service facilities provided by the terminal to the user terminal and the interview survey questionnaires to the terminal users as much as 220 respondents. The survey questionnaire interviews in this study to own two types of questionnaires, the interests questionnaires, and satisfaction questionnaires. A questionnaire was addressed to stakeholders interests or terminal manager, while the performance or satisfaction questionnaire addressed to the user terminal. From the results, the IPA analysis obtained a concordance rate of (70.74%) while the performance or satisfaction questionnaire addressed to the terminal user. So that the overall performance of service quality according to the criteria of value Customer Satisfaction Index (CSI) is in a Good category.

Pengurangan Korosi di Bawah Fire Proofing dengan Metode Primer Coating Sulardi Sulardi
Media Ilmiah Teknik Sipil Vol 7 No 2 (2019): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

The aim of the study was to provide an overview of the specifications of primary coating materials and their application method for corrosion control under the fireproofing of pipe rack structures and supporting structures of equipment in the oil refinery industry. The target to be achieved from this research is the availability of specifications of the primary coating material and the ease of its application to the structure of the pipe rack and the supporting structure of the oil refinery industry equipment. This research is an applied research method with a case study approach, namely in order to overcome the problem of corrosion under fireproofing. Allegedly the cause of corrosion under fireproofing is because in the refinery project specifications there is no provision of primary coating applications under fireproofing. The assumptions developed in answering the research problems are the availability of specifications of materials and methods for primary coating applications under fireproofing so that corrosion under fireproofing can be controlled and reduced. Specifications of primary coating material with service temperature (-45)oC - (650)oC with hi-built epoxy coating material, epoxy phenolic, epoxy nonov, inargonic copolymer and multi polymetric matrix, fulfilling NACE SP 0198-2010 technical specifications and application methods primary coating with a variation of the thickness of the primer coating is 100-200 micron (dry film thickness) DFT, proven to be suitable and suitable to be used to control corrosion problems under fireproofing. The results of this study also recommend that the specific material and primary application method for coatings that have been compiled in the primer guidelines for coatings that are in accordance with the specifications of NACE SP 0198-2010 can be used as the standard.

Analisis Stabilitas Tanah Timbunan dengan Perkuatan Turap Kayu Galam di Daerah Rawa Kalimantan Selatan Akhmad Gazali; Fathurrahman Fathurrahman
Media Ilmiah Teknik Sipil Vol 7 No 2 (2019): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

South Kalimantan is one of the areas that has a lot of swamps. The use of galam wood is an alternative to the construction of landslide resistors on the roadside in swamp areas. Landslides often occur on the edge of road piles in swamp areas. Not infrequently damage due to landslides on several roads. This study aims to determine the effect of galam wood plaster reinforcement on increasing soil carrying capacity and stability of embankment due to the operation of external forces. The factor of manual embankment slope safety with the fellenius slice method shows that SF = 0.857 <1.0 "is not safe" so there will be a collapse on the slope of the embankment. Then the embankment stability analysis is carried out gradually, so that an increase from cu = 1.04 t/m2 to cu = 1.8 t/m2. The results of the analysis carried out manually revealed that the total decrease was = 284.62 cm ≈ 285 cm. For the simulation results with the PLAXIS program, it shows that there is a decrease of 3.1 cm.

Analisis Kebutuhan Air Bersih IPA PDAM Samboja Kutai Kartanegara Irna Hendriyani; Martheana Kencanawati; Agus Nur Salam
Media Ilmiah Teknik Sipil Vol 7 No 2 (2019): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

The problem of providing clean water is currently a special concern for developed countries and developing countries. Indonesia as a developing country cannot be separated from the problem of providing clean water for its people. One of the main problems faced is the lack of available sources of clean water, the uneven distribution of clean water services, especially in rural areas and existing clean water sources that have not been utilized optimally. This study aims to analyze the clean water needs of PDAM Samboja which uses 2 pumps in the next 10 years (2028). By using primary and secondary data obtained from PDAM Samboja and a number of related references, it was found that the IPA clean water needs of PDAM Tirta Mahakam Samboja with 2 pumps, in 2018 amounted to 2,599.5 m3/day. With the estimated results of the number of customers in the next 10 years (2028), the number of water requirements is 3,048 m3/day. Therefore it is necessary to add 1 pump to the PDAM Samboja IPA so that it can still serve the needs of customers in the next 10 years

Analisis Sistem Drainase Di Kawasan Permukiman Pada Ruas Jalan Getah Tunggal Kelurahan Cempaka Kota Banjarbaru Fathurrahman Fathurrahman; Akhmad Gazali
Media Ilmiah Teknik Sipil Vol 7 No 2 (2019): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Floods that occurred in the city of Banjarbaru especially those that occurred in residential areas caused problems for the community as well as challenges for the government to evaluate the drainage channel in the settlement. The existing rainwater drainage channels need to be reviewed and developed so that they can accommodate the water flowing in the area. One of the settlements that had occurred in the city of Banjarbaru was a residential area in Cempaka Subdistrict, Cempaka Village, precisely on Jalan Getah Tunggal. The data needed in this study are rainfall data, land use data, topographic data and existing data on channel conditions at the study site. Rainfall data were analyzed by Log Pearson III, Gumbel and Iwai Kadoya methods, then tested by Chi Square to choose the distribution of statistics received. The rainfall data was analyzed into the intensity of hourly rain using the mononobe method. Rain intensity is analyzed using a rational method to get a plan debit (Qchannel). Furthermore (the plan) is compared with (Qchannel), and (Qexisting). Based on the calculation results obtained (Qplanning) of 0.76 m3/sec, (Qchannel) of 0.78 m3/sec, (Qexisting) of 0.0645 m3/sec, the comparison results are obtained (Qchannel)>(Qplanning), (Qexisting) <(Qplanning). So that it can be concluded that the causes of flooding and inundation are sediments as high as 70 cm which reduce the storage capacity of the initial dimensions of the channel

Korelasi Tahanan Ujung Konus (qc) Dengan California Bearing Ratio (CBR) Untuk Tanah Di Banjarbaru Hendra Cahyadi
Media Ilmiah Teknik Sipil Vol 8 No 1 (2019): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

All this time, the score of CBR is calculated according to qc score. Generally, a planner usually refers to a graph / nomogram published in the literature book, but the graph/nomogram on the book may not probably able to apply in all areas, including Banjarbaru. In this particular research, it aimed to make the graph or equation between CBR and Cone tests in the cone area of 0.5 in2. Both tests used the same sample of water contents and density. The samples were taken in four areas in Banjarbaru; Balitra, Jalan Semeru (Semeru Street), Mandiangin Circuit, and Banjarbaru Asri Housing. There took soil samples in three points of every area. By the test, obtained the correlation between CBR and Cone End Resistance (qc) on Banjarbaru area: CBR = 0.0545 qc + 2.618 and the qc score is between 50 kg/cm2 to 300 kg/cm2.

Pengaruh Kekuatan Balok Induk Terhadap Dimensi Balok Anak Pada Beton Bertulang Tahan Tahan
Media Ilmiah Teknik Sipil Vol 8 No 1 (2019): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Generally, concrete can be categorized into normal quality concrete and high-quality concrete, both are commonly used in construction. Normal quality concrete has approximately 20 MPa to 58 MPa quality, while the high-quality concrete has higher than 58 MPa. One of the applications of these concrete in structure is the dimension and joist position toward the beam’s strength in a story structure. To analyze the effect of joist toward beam, Finite Element Analysis (FEA)is applied with the following: Utilizing ANSYS with SOLID65, SOLID45, LINK8 with varying size of joist and beam such as type A beam by the size of 30/40 and joist by the size of 20/40, 25/40, 30/40, type B beam by the size of 30/50 and joist size of 25/50, 25/40, 25/35 and type C beam by the size of 40/60 and the joist size of 35/60, 35/50, 35/40. Steel material is used each has 400 MPa for the main reinforcement tension, 200 MPa for the stirrup reinforcement, normal quality concrete tension of 25 MPa, placement tension of 400 MPa, steel modulus elasticity of 200,000 MPa. Based on the FEA it is obtained that the comparison of joist influence toward the beam is centered from the comparison result of

Alternatif Sistem Penataan Infrastruktur Kawasan Permukiman Kumuh Di Kota Palangka Raya Muhing L. Agau; Rusdi H.A.; Candra Yuliana
Media Ilmiah Teknik Sipil Vol 8 No 1 (2019): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Environment Structuring is an important factor in settlement improvement efforts. As an indicator of clean and healthy neighborhoods that continuing environmental improvement quality can be measured by the presence or not, and good or poor infrastructure such as residential areas. The settlement Palangka Permai is located between the street G. Obos and Yos Sudarso Palangka Raya. It indicates that there are some drawbacks in terms of infrastructure feasibility aspects. Problems and objectives set out in this study are to determine the condition, causes and alternative systems of infrastructure arrangement residential area which is managed by the developer in the Palangkaraya city, as a basis for making alternative arrangement of the infrastructure systems to prevent neighborhoods from becoming a slum in Palangkaraya city. The results calculated scores to gauge the feasibility of infrastructure categories shows that the environmental aspect and location aspects of ordinary uncategorized. Aspects of road infrastructure, water and drainage, social facilities, buildings and technical of liquid and solid waste disposal have deserved fewer categories. The alternative system proposed settlement infrastructure is on Road infrastructure by optimizing the way the existing environment, create a new road axis, providing an environment of interconnected roads, procurement of drainage on either side of the road with a width and height of > 10% from width of pavement, optimizing the public open space, private open space, trees, and green layout, landscape and green belt areas as social facilities, oversight, and action on changes in appearance of buildings, by evaluating the ownership of the IMB and to make special rules to regulate of the building function, waste solid management (waste) needs to form an organization for the handling of waste. For the liquid wastes, handling is the local provider is to disposal wastewater system (on-site system) with system or septic tank and cubluk disposal centralized (off-site system) to create a closed channel to a combination of wastewater and surface water

Analisis Daerah Rawan Kecelakaan Di Ruas Jalan Palangka Raya – Tangkiling Devia Devia
Media Ilmiah Teknik Sipil Vol 8 No 1 (2019): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

The number of traffic accidents on roads from Palangka Raya to Tangkiling has increased. This is proved that it has increased every year. The road is functioned as the linking road among districts and it is also utilized as the main artery road. Accidents that are occurred in some parts of that road decrease the performance of the road. The aim of this study is to analyze the accident-prone area and its causes so that we are able to identify the handings of that area. This study aims to identify the blackspot points and variables that affect the accident rate (AR) as well as provide handlings for the accident-prone area. The statistic test was multiple linear regression tests using SPSS program. Based on the result of the analysis, it was found that the highest accident rate (AR) on the range of STA 3+000 to 4+000 on Tjilik Riwut road in Palangka Raya. Changes in land use, type of accident, gender, and high speed of vehicle make the accident rate increase. Therefore it is necessary to pay attention to the use of land beside the road so that the Road Benefit Space is free of all kinds of buildings

Rekayasa Sistem Tata Air Lokasi Transmigrasi Palingkau Asri Lahan Usaha Satu SP-2 Di Wilayah Kabupaten Kapuas Propinsi Kalimantan Tengah Prihanika Prihanika
Media Ilmiah Teknik Sipil Vol 8 No 1 (2019): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Agriculture land in the transmigration location of Palingkau Asri is one of the development locations for tidal land development in Kalimantan. In its development this location has been divided into three settlement areas (SP), one of them is the SP-2. The focus of this research is Lahan Usaha Satu at SP-2. There are already irrigation networks consisting of irrigation channels (a simple drainage system) in the form of primary pilot channels, primary auxiliary channels, and tertiary channels. The main problems of this location include the excess of water that occurs in rainy seasons and a water system that does not function properly. To overcome these problems research was carried out in the following steps. Firstly, primary and secondary data were taken. Secondly, the water system optimization was examined using a mathematical model that was solved by using the HEC-RAS software package. Lastly, the problem of the excess water (floods) was solved by determining a dike height for a period of 25 years and optimizing the water system with water management structures such as watergates. The results indicated that the existing water management system still can handle the excess of water although the tertiary channels were overflowed (channel of T2, T4, T6, T12) especially at T6, where the overflow reached a maximum value of 1.1 m. The simulation with HEC-RAS

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Mohammad Rizki Fadhil Pratama

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mohammadrizkifadhilpratama@gmail.com

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vnovrianti@gmail.com

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Kota palangkaraya,

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