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All Journal Ethos JURNAL PERIKANAN TROPIS International Journal of Engineering, Science and Information Technology Educational Building: Jurnal Pendidikan Teknik Bangunan dan Sipil
Inseun Yuri Salena
Universitas Teuku Umar
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IDENTIFIKASI KOMPOSISI SAMPAH LAUT DI PESISIR ACEH BARAT Ika Kusumawati; Mita Setyowati; Inseun Yuri Salena
JURNAL PERIKANAN TROPIS Vol 5, No 1 (2018)
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (603.83 KB) | DOI: 10.35308/jpt.v5i1.1026

Abstract

Marine Debris or Marine Liiter is a solid material that inadvertently or unintentionally left in the sea that has the impact of threatening the continuity and sustainability of marine life. Research on marine debris was conducted in West Aceh regency covering four coastal districts namely: Meurebo, Johan Pahlawan, Samatiga, and Arongan Lambalek. The purpose of this research is to identify the composition of marine debris in West Aceh district. So it can be as basic information to know the number and types of marine debris scattered in the coastal area of West Aceh regency, as well as for the related services in the management of marine debris. Data collection of marine debris is obtained by using line transects stretched along the coastline at the lowest tide. The results of research showed that Samatiga District is the most abundant area of marine debris with a total of 2300, then District Johan Pahlawan 1848, District Meureubo 281, and 145 District Arongan Lambalek. The most dominant composition of marine debris is found from all research locations divided (26.10%) Plastic Glass, (17.36%) Straw, and (14.95%) Food wrappers
Penerapan Tangki Septik An-Aerob di Desa Cotkuta Kabupaten Nagan Raya Meylis Safriani; Enda Silvia Putri; Inseun Yuri Salena
ETHOS (Jurnal Penelitian dan Pengabdian) Vol 9 No.1 (Januari, 2021) Ethos: Jurnal Penelitian dan Pengabdian kepada Masyarakat (Sains & Teknol
Publisher : Universitas Islam Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29313/ethos.v9i1.6554

Abstract

Abstract. Cotkuta Village is one of the villages located in Suka Makmue District, Nagan Raya Regency. In this village, there are still people who do not have latrines and septic tanks at their homes. Based on the results of the preliminary survey, it shows that the people in the village still defecate in any place, namely drainage channels, irrigation canals, and alue (tributaries) so that this village is one that is prone to sanitation. There are people in Cotkuta Village who already have latrines, but their septic tanks do not meet the standards. The criteria for a septic tank that do not meet the standards are not cast the floor on the septic tank, so that the wastewater can be directly absorbed into the ground. In this service activity, it was introduced how to make and build a septic tank with an anaerobic system, where the anaerobic system is a new method that needs to be introduced to the community. The application of an aerobic septic tank building first describes the steps for making a biofilter from used plastic bottles as a substitute for a sarang tawon biolfilter, making floor castings, making sewage pipes, and making the walls of the septic tank watertight. The response from partners to this service activity was very positive and enthusiastic. Partners can accept technological innovations that are given and have high interest. In addition, partners are willing to apply the technology that has been given.Keywords: Septic Tank, An-aerob Type, WasteAbstrak. Desa Cotkuta merupakan salah satu desa yang terletak di Kecamatan Suka Makmue, Kabupaten Nagan Raya. Pada desa ini masih terdapat masyarakat yang belum memiliki jamban dan tangki septik di rumahnya. Berdasarkan hasil survei awal, menunjukkan bahwa masyarakat di desa tersebut masih membuang air besar di sembarang tempat yakni saluran drainase, saluran irigasi, dan anak sungai sehingga desa ini termasuk rawan sanitasi. Terdapat masyarakat di Desa Cotkuta telah memiliki jamban, namun tangki septiknya belum memenuhi standar. Kriteria tangki septik yang belum memenuhi standar yaitu tidak di cor nya lantai pada tangki septik, sehingga air limbah buangan langsung terserap ke dalam tanah. Pada kegiatan pengabdian ini diperkenalkan cara membuat serta membangun tangki septik dengan sistem anaerob yaitu metode baru yang perlu diperkenalkan kepada masyarakat. Penerapan bangunan tangki septik an-aerob terlebih dahulu dijelaskan langkah-langkah cara membuat biofilter dari botol plastik bekas sebagai bahan pengganti biolfilter sarang tawon, membuat cor an lantai, membuat pipa buangan limbah, dan membuat dinding tangki septik yang kedap air. Respon dari mitra terhadap kegiatan pengabdian ini sangat positif dan antusias. Mitra dapat menerima inovasi teknologi yang diberikan serta memiliki minat yang tinggi. Selain itu, mitra bersedia untuk menerapkan teknologi yang telah  diberikan.Kata Kunci: Tangki Septik, Jenis An-aerob, Limbah.
IDENTIFIKASI SISTEM PROTEKSI KEBAKARAN SERTA TINGKAT KEANDALAN KESELAMATAN BANGUNAN FAKULTAS KESEHATAN MASYARAKAT DI UNIVERSITAS TEUKU UMAR Inseun Yuri Salena; Meylis Safriani; Novrizal .
Educational Building Jurnal Pendidikan Teknik Bangunan dan Sipil Vol 5, No 2 DES (2019): EDUCATIONAL BUILDING
Publisher : Jurusan Pendidikan Teknik Bangunan Fakultas Teknik Universitas Negeri Medan

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (920.603 KB) | DOI: 10.24114/ebjptbs.v5i2 DES.16141

Abstract

Penelitian ini bertujuan untuk mengidentifikasi ketersediaan sistem proteksi kebakaran serta tingkat keandalan bangunan pada gedung F1 dan F2 Fakultas Kesehatan Masyarakat Universitas Teuku Umar berdasarkan Peraturan Menteri Pekerjaan Umum No. 26/PRT/M/2008 tentang persyaratan teknis sistem proteksi kebakaran pada bangunan gedung dan lingkungan serta Pd-T-11-2005-C yaitu pedoman pemeriksaan keselamatan bangunan gedung. Komponen sistem proteksi kebakaran yang di identifikasi adalah Kelengkapan Tapak, Sarana Keselamatan, sistem proteksi kebakaran Aktif dan Pasif dengan melakukan pengamatan langsung dilapangan menggunakan formulir daftar periksa. Data yang dikumpulkan kemudian dianalisis dengan metode Likert yang menghasilkan tingkat kesesuaian penerapan dengan peraturan yang berlaku serta pemeriksaan nilai tingkat keandalan keselamatan bangunan. Hasil analisis pada Sistem Proteksi Pasif pada gedung F1 dan F2 diperoleh nilai 2.28 dan 2.44 dalam skala Likert yang menunjukkan kurang sesuai dengan peraturan dan untuk sistem proteksi aktif pada gedung F1 dan F2 memperoleh nilai 1.33 dan 1 yaitu sangat tidak sesuai peraturan. Persentase Penilaian Tingkat Keandalan Sistem Keselamatan Bangunan (NKSKB)menunjukkan hasil bagi komponen sistem keselamatan bangunan pada gedung F1 yaitu 37.26%dan gedung F2sebesar 37.11 % dari nilai maksimum 100% untuk keseluruhan komponen sistem keselamatan kebakaran.Berdasarkan hasil yang diperoleh menunjukkan bahwa sistem keselamatan kebakaran pada gedung F1 dan F2 Fakultas Kesehatan Masyarakat masuk dalam klasifikasi Kurang Baik.Seluruh komponen Sistem Keselamatan yang masih  minim sangat memerlukan peningkatan dan perbaikansehingga resiko bahaya dapat diminimalisir dan diantisipasi dengan baik serta penanggulangan bencana kebakaran dapat ditangani secara optimal. Kata Kunci: Keandalan Bangunan, Keselamatan Kebakaran, Sistem Proteksi ABSTRACT This study aims to identify the availability of fire protection systems and the level of building reliability in the F1 and F2 buildings of the Faculty of Public Health, Teuku Umar University based on Minister of Public Works Regulation No. 26/RT/M/2008 concerning the technical requirements of fire protection systems in buildings and the environment and Pd-T-11-2005-C, namely guidelines for building safety inspection. The fire protection system components identified are Means of Egress,Site equipment, the Passive and Activefire protection system by making direct observations in the field using a checklist form. The data collected is then analyzed using the Likert method, which results in the appropriateness of the application with applicable regulations and checks on the value of the building's safety level. The results of the analysis of the Passive Protection System in F1 and F2 buildings obtained a value of 2.28 and 2.44 on the Likert scale which shows less in accordance to the regulations and for the active protection system in the F1 and F2 buildings obtain the value of 1. 33 and 1 which is very not in accordance with the regulation. Percentage Rating of Building Safety System Reliability Level (NKSKB) shows the results for the building safety system component in F1 building that is 37.26% and building F2 is 37.11% of the maximum value of 100% for all components of the fire safety system. Based on the results obtained indicate that the fire safety system in the F1 and F2 buildings of the Faculty of Public Health classified as Poor in reliability. All components of the Safety System that are still minimal need improvement and so that can minimize the risk and properly anticipate. The handling of fire disasters can optimally handle.Keywords: Building Reliability, Fire safety, Protection system 
Study of Drainage Capacity in Ujung Kalak Village, West Aceh District Meylis Safriani; Inseun Yuri Salena; M Arrie Rafsanjani; Isdaryanto Iskandar
International Journal of Engineering, Science and Information Technology Vol 2, No 4 (2022)
Publisher : Master Program of Information Technology, Universitas Malikussaleh, Aceh Utara, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52088/ijesty.v2i4.329

Abstract

Flood inundation occurs on main roads in Meulaboh City, especially when it rains. Johan Pahlawan District is one of the sub-districts in West Aceh Regency. This sub-district includes a densely populated area of 4243 people, which is in the urban area of Meulaboh City One is the road in Ujung Kalak Village, where floods often occur even though the village already has drainage. A study of the drainage profile is needed to determine the ability of the drainage to accommodate rainwater discharge. The purpose of this study is to find out whether the drainage capacity is able or not to accommodate rainwater discharge. Then proceed with redesigning the drainage dimensions if the study results show insufficient drainage dimensions to accommodate flood discharge. The research method uses descriptive qualitative. Data collection begins with conducting field surveys to measure the dimensions of the existing drainage channel, including measuring the channel's width, height, and slope. The data needed in this study are rainfall data for at least ten years used to calculate the planned flood discharge and land cover maps to calculate the flow coefficient. The research showed that 24 out of 29 channel segments needed to be enlarged in dimension. Of the 24 channel segments, 70 percent of the channels require cleaning of sediment and channel maintenance so that rainwater can flow and inundation does not occur again.
A Feasibility Study of The Bubon Port to Improve Maritime Affairs in West Aceh District Zakia Zakia; Meylis Safriani; Delfian Masrura; Dian Febrianti; Inseun Yuri Salena
International Journal of Engineering, Science and Information Technology Vol 3, No 1 (2023)
Publisher : Master Program of Information Technology, Universitas Malikussaleh, Aceh Utara, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52088/ijesty.v3i1.412

Abstract

Kuala Bubon Port, a maritime axis in the west-south Aceh region is one of the crossing facilities that connects shipping activities by the surrounding community. The need for passenger departures and logistics transportation is increasing every year. Therefore, to facilitate inter-island crossing activities, it is planned to develop buildings and facilities at Kuala Bubon Port. It is necessary to carry out a feasibility study for these infrastructure development activities to determine the feasibility of the development project. Besides that, the feasibility study also avoids the risk of loss. Research This feasibility study uses data analysis, including the Budget Plan analysis and the cash flow (cash flow) analysis. The method for analyzing cash flow uses 4 methods, namely Net Present Value (NPV), Benefit Cost Ratio (BCR), Internal Rate of Return (IRR), and Break Event Point (BEP). The four methods refer to the calculation of direct, indirect, and annual costs. This calculation is obtained from processing primary and secondary data and assuming an interest rate of 3.50%, and the project's economic life is set at 25 years. For NPV analysis, the investment is feasible if the results are positive. Conversely, if the NPV is negative, the investment is not feasible. Furthermore, if the BCR value ≥ 1, the IRR value ≥ the interest rate, and the BEP are obtained when the NPV = 0, then the project can be feasible. After calculating, the NPV value obtained is IDR 1,730,821,838,222, the BCR value is 162.93%, the IRR value is 5.25%, and the BEP was obtained in year 4, day 39. Based on the results of these calculations, the project can be said to be feasible to implement. The results of this study are expected to be one of the references and information for the Department of Transportation, Water Resources Public Works, and the Government to plan the right design for development projects at ports. The long-term target is that the results obtained can be used as data in other water construction projects so that they are effective from a financial perspective.
Influence of Groundnut Shell Powder on Normal Concrete's Split Tensile Strength Samsunan Samsunan; Fitria Husna Putri; Inseun Yuri Salena; Andrisman Satria
International Journal of Engineering, Science and Information Technology Vol 3, No 1 (2023)
Publisher : Master Program of Information Technology, Universitas Malikussaleh, Aceh Utara, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52088/ijesty.v3i1.410

Abstract

Groundnut shell powder contains significant amounts of the chemical silica (SiO) to be utilized as construction materials. Through the use of groundnut shell powder, this study seeks to determine the split tensile strength of concrete (GSP). With a compressive strength design of f'c =21.7 MPa, the concrete mixture adheres to ACI 2I1.1-91. The aggregate of crushed stone with a maximum diameter of 19.1 mm. Portland cement type I is the type of cement utilized. With a variation of 0%, 5%, 7,5%, 10%, and 12.5%, additional material (GSP) substitutes cement in part. At 14 and 28 days old, concrete is tested for its tensile strength. For each modification, there are three cylindrical test objects, each measuring 30 cm in length and 15 cm in diameter. The split tensile strength of concrete was tested using 14-day-old peanut shell powder, and the results were 1,699 MPa, 1,840 MPa, 1,581 MPa, and 1,510 MPa, respectively. The findings demonstrated that concrete's split tensile strength (f'ct) was 28 days with a fluctuation of 0%; 5%; 7,5%; 10%; and the sequential 12.5% was 1,934; 2,170; 2.265; 1,958; and 1,887 Mpa. Following the findings, the ideal tensile strength value was at a variation of 7.5%, or 2,265 MPa, greater than 0% (1,934 MPa) of 17.11%. The age of 28 days was 7.5% higher than the age of 14 days (1,840 MPa) of 23.10% for the variation's maximum tensile strength. Compared to standard compressive strength test findings, the Split tensile strength value of concrete utilizing GSP is 6.83%
Co-Authors Andrisman Satria Delfian Masrura dian febrianti Fitria Husna Putri Ika Kusumawati Isdaryanto Iskandar M Arrie Rafsanjani Meylis Safriani Mita Setyowati Novrizal . Putri, Enda Silvia Samsunan Samsunan Zakia Zakia