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All Journal Jurnal Ilmiah Teknik Sipil Jurnal Teknik Sipil Teras Jurnal JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Jurnal Rekayasa Sipil Astonjadro JURIKOM (Jurnal Riset Komputer) Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Jurnal Teknik Sipil dan Teknologi Konstruksi Abdi Dosen : Jurnal Pengabdian Pada Masyarakat Jurnal Pengabdian Masyarakat: Darma Bakti Teuku Umar International Journal of Applied Technology Research International Journal of Engineering, Science and Information Technology COMSERVA: Jurnal Penelitian dan Pengabdian Masyarakat Educational Building: Jurnal Pendidikan Teknik Bangunan dan Sipil Haga: Jurnal Pengabdian Kepada Masyarakat Jurnal Karya Abdi Masyarakat Journal of The Civil Engineering Student JMTSS Pengabdian Cendekia

Meylis Safriani

Prodi Teknik Sipil, Universitas Teuku Umar

Author-ID : 660708

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Studi Perencanaan Bangunan Bronjong Pada Tikungan Sungai Di Desa Meunasah Buloh Meylis Safriani; Dewi Purnama Sari
Jurnal Rekayasa Sipil (JRS-Unand) Vol 14, No 2 (2018)
Publisher : Civil Engineering Departement, Andalas University

Erosi yang terjadi setiap tahun pada tebing sungai di Desa Meunasah Buloh, Kabupaten Aceh Barat semakin parah terutama pada bagian tikungan sungai. Hal ini dikarenakan aliran sungai pada tikungan sungai lebih cepat jika dibandingkan dengan sungai yang berpenampang lurus. Bangunan perkuatan tebing sungai untuk mengurangi erosi pada Desa Meunasah Buloh direncanakan menggunakan bronjong. Tujuan dari penelitian ini adalah untuk menentukan desain bronjong yang sesuai dalam mengurangi erosi tebing sungai di bagian tikungan atau belokan sungai di desa tersebut. Berdasarkan survei awal, perkebunan masyarakat yang berada di dekat tepi sungai terkikis akibat erosi, bahkan ada perumahan penduduk yang jaraknya sudah mendekati sungai. Oleh karena itu, dibutuhkan perencanaan bangunan pengaman tebing sungai tipe bronjong untuk mengatasi erosi. Analisa yang dilakukan meliputi analisa curah hujan rencana, debit banjir rencana, profil muka air banjir, desain ukuran bronjong, dan stabilitas bronjong. Desain dan ukuran bronjong yang sesuai adalah bronjong bentuk I kode D dengan dimensi 2,0 x 1,0 x 0,5 m dan ukuran batu sebesar 40 cm. Hasil perhitungan stabilitas terhadap guling diperoleh FSguling sebesar 2,39 dimana nilai ini lebih besar dari 1,5. Berdasarkan hasil perhitungan dapat dilihat bahwa struktur konstruksi bronjong aman terhadap gaya guling. Hasil perhitungan stabilitas bronjong terhadap gaya geser diperoleh struktur konstruksi bronjong aman terhadap geser dimana nilai FSgeser sebesar 1,87 dimana nilai ini lebih besar dari 1,5. Hasil perhitungan diperoleh tegangan maksimum lebih kecil dari tegangan izin maka daya dukung tanah untuk pondasi bronjong sebagai perkuatan tebing sungai aman. Berdasarkan hasil analisis, menunjukkan bahwa struktur desain konstruksi bronjong aman terhadap gaya guling, gaya geser, dan daya dukung tanah. Peletakan bangunan bronjong pada tebing sungai bagian tikungan/belokan sungai di Desa Meunasah Buloh mulai cross sungai A11 – A19 sepanjang 620 m

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

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

EVALUASI TAMPANG DRAINASE DESA KUTA PADANG KABUPATEN ACEH BARAT meylis safriani; Cut Silvia Suciatina; Fachruddin Fachruddin
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 8, No 2 (2022): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Drainase merupakan suatu sistem untuk mengalirkan air hujan. Sistem ini mempunyai peranan penting dalam menciptakan lingkungan yang baik dan sehat, apalagi di daerah berpendudukan padat seperti di perkotaan. Banjir genangan sering terjadi di Jalan Lueng Aneuk Aye Desa Kuta Padang Kota Meulaboh di setiap hujan turun dengan durasi hujan 1 jam. Evaluasi tampang drainase diperlukan untuk mengetahui kapasitas penampang drainase dan penyebab terjadinya banjir genangan. Debit banjir dianalisis dengan metode Rasional. Dari hasil analisa intensitas curah hujan rancangan dengan periode ulang 5 tahun didapat nilai 177,6 mm. Dari perhitungan kapasitas saluran drainase, terdapat 6 titik pias saluran drainase yang perlu diperlebar atau diperdalam agar tampang saluran drainase tidak terjadi luapan air hujan. Dari hasil survei di lapangan, terdapat 5 pias drainase yang diperlukan pembersihan sedimentasi agar air hujan tidak tersumbat.

The Study of Flood Discharge in Ujong Krueng in the Tripa Watershed Putri Maulina Devi; Meylis Safriani; M. Faisi Ikhwali
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 7, No 2 (2022): September
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v7i2.841

The Krueng Tripa River is located Nagan Raya Regency that is vunerability to flooding. Administratively Krueng Tripa flows through two regencies in Aceh Province, namely Gayo Lues Regency in the upper reaches of the river and Nagan Raya Regency in its downstream with an area of watershed covering 2953,457 km². The rainfall in this watershed is around 2,197 mm per year. High rainfall has a major impact on flood disasters and has a negative impact on the surrounding community.The purpose and benefits of this study are to determine the magnitude of the flood discharge of the Krueng Tripa River and as input for related darta in flood mitigation problems. Analysis of the flood discharge using the Synthesis Unit Hydrograph (HSS) Gama I method. From the analysis using the distribution of log person III with return periods of 2, 5, 10, 25, 50, and 100 years, it were obtained respectively 141,520 mm, 192,349 mm; 227.094 mm; 272.270 mm; 306,569 mm; 341,869 mm. The results of the flood analysis in the Krueng Tripa River using the HSS Gama I method with return periods of 2, 5, 10, 25, 50, and 100 years in a row are 3419,276 m³/s; 4647.384 m³/s; 5486.740 m³/s; 6578,338 m³/s; 6702.133 m³/s; 8259.949 m³/s.

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

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

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.

Analisa Perbandingan Kuat Tekan Beton Normal dengan Campuran Abu Boiler Pada Proyek Jembatan di PT. Socfindo Kebun Seunagan Fuji Akbar Emda; Meylis Safriani; Teuku Farizal
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 7 No. 1 (2023): JCEBT MARET
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v7i1.8959

Indonesia merupakan negara komoditas industri perkebunan,tak terkecuali dalam hal produksi kelapa sawit.Bagaimana tidak,kelapa sawit dapat di olah menjadi produk pangan yakni minyak goreng.Hal ini tentu sangat berguna dalam menunjang berjalannya roda ekonomi masyarakat.Salah satunya PT. Socfindo yang berada di Nagan Raya yang hampir setiap hari beroperasi dalam hal produksi kelapa sawit,tentunya menghasilkan banyaknya limbah.Dalam hal ini para peneliti melakukan berbagai inovasi dalam pemanfaatan limbah sawit agar bermanfaat dalam berbagai hal.Contohnya dalam bidang konstruksi abu boiler hasil pembakaran limbah kelapa sawit di jadikan sebagai material bahan tambah pada campuran beton.Tujuan dari penelitian ini adalah menganalisis pengaruh bahan tambah beton terhadap kuat tekan antara beton normal dengan bahan tambah abu boiler.Pengujian ini menggunakan cetakan berukuran 15 cm x 15 cm x 15 cm dengan FAS 0,37 umur pengujian kuat tekan beton yaitu 7 dan 28 hari.Dari hasil analisis dapat di lihat hasil yang di peroleh nilai rata-rata dari pengujian kuat tekan beton pada umur 28 hari untuk beton normal yaitu 23,10 Mpa.Pada campuran beton dengan penambahan 4% abu boiler dari berat semen pada umur 28 hari di dapat nilai sebesar 25,31 Mpa,dan pada penambahan 6% abu boiler dari berat semen pada umur 28 hari di dapat hasil sebesar 40,67 Mpa.Dari hasil kuat tekan dapat di simpulkan,pada penambahan abu boiler pada 4% mengalami kenaikan sebesar 2,21 Mpa dan pada penambahan abu boiler pada 6% mengalami kenaikan sebesar 17,57 Mpa.

Analisis Perbedaan Item Pekerjaan dan Volume Dengan Realisasi Lapangan di Pembangunan Lanjutan Gedung Kejari Tapaktuan Muhaida Sapitri; Meylis Safriani
COMSERVA : Jurnal Penelitian dan Pengabdian Masyarakat Vol. 2 No. 10 (2023): COMSERVA : Jurnal Penelitian dan Pengabdian Masyarakat
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/comserva.v2i10.598

Work Items and Volume are one part of construction management. Project Management is the process of implementing management functions (planning, implementing, controlling and coordinating) in a project by using existing resources effectively and efficiently in order to optimally achieve project objectives. Analysis of Construction Management in the Continuation Development Project for the Tapaktuan District Attorney's Special Crime Building (Kejari) in South Aceh District includes Work Items and Volumes. The final results obtained from the analysis of work items and volume in the Continuing Development Project of the Tapaktuan Kejari Building in South Aceh Regency after planning using a network diagram takes 150 (one hundred and fifty) / working days for the construction of the overall structure of the building is compatibility with work in the field with funding sources APBK T.A. 2022 with a budget ceiling of IDR 650,000,000 and an HPS value of IDR. 649,995,240.43.

Analisis Debit Banjir Dengan Menggunakan Metode Haspers Dan Melchior Pada DAS Sungai Krueng Tripa Yuni Maulinda Yuni maulinda; Astiah Amir; Meylis Safriani
Journal of The Civil Engineering Student Vol 4, No 2 (2022): Volume 4 Nomor 2 September 2022
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/journalces.v4i2.21585

Luas DAS Sungai Krueng Tripa ±3.472,95 Km2, dengan curah hujan berkisar 2.197 mm pertahun sangat besar pengaruhnya terhadap kejadian banjir di sepanjang sungai tersebut. Luas hilir DAS di Desa Ujong Krueng sebesar ±2953,457 km2. Desa ini sering terjadi banjir setiap tahunnya, Penelitian ini bertujuan untuk memperoleh nilai debit banjir rencana yang tepat supaya dimensi bangunan yang dihasilkan lebih efektif dan sesuai dengan kebutuhan. Untuk metode Hasper didapat debit banjir rencana untuk periode ulang 2, 5, 10, 25, 50, 100 tahun berturut-turut 2718,03 m3/dtk, 3694,15 m3/dtk, 4361,43 m3/dtk, 5227,56 m3/dtk, 5888,21 m3/dtk, 6565,35 m3/dtk. Untuk metode Melchior didapat debit banjir rencana untuk periode ulang 2, 5, 10, 25, 50, 100 tahun berturut-turut tahun adalah 936,79 m3/dtk, 1273,23 m3/dtk, 1503,21 m3/dtk, 1801,73 m3/dtk, 2029,43 m3/dtk, 2262,81 m3/dtk. Berdasarkan analisis yang telah dilakukan menggunakan metode Hasper dan Melchior didapatkan debit banjir rencana metode Haspers lebih besar dari pada debit banjir rencana metode Melchior.

Efforts of Community Adaptation to Deal with Rob Floods on The Meulaboh Coastline Febrianti, Dian; Zakia, Zakia; Safriani, Meylis; Ikhwali, M. Faisi; Husaini, Muhammad Zakki; Prayogo, Wisnu; Ersa, Nanda Savira; Farizal, Teuku
Jurnal Internasional Penelitian Teknologi Terapan Vol 4 No 2 (2023): October 2023
Publisher : Bandung State Polytechnic (Politeknik Negeri Bandung)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35313/ijatr.v4i2.121

Most of Indonesia's territory is geographically located in the coastal area. One of the areas located in the coastal area is the city of Meulaboh, West Aceh Regency. The coastal area of Meulaboh often experiences tidal flooding, especially the coastal area of Gampong Pasir and has a quite severe impact compared to other areas on the coast of Meulaboh. Based on this background, this study aims to identify community adaptation to the tidal flood event based on community responses in the coastal area and identify efforts to mitigate the impact of tidal floods that have been carried out by the community and the government. The analytical methods used are descriptive quantitative and qualitative analysis methods, as well as cross-tabulation analysis related to community adaptation variables, which include community characteristics, the impact of tidal floods on the residential environment, identification of tidal flood conditions and efforts to mitigate the impact of tidal floods, carried out by the community and the government. The results showed that the people of the coastal area of Meulaboh were able to make efforts to deal with tidal floods in the form of repairing road networks, residential houses, drainage channels, places of worship (mosques), village offices, and clean water and sanitation systems. The government's efforts to deal with tidal floods are carried out by making barriers to protect the coast through tetrapod. These results are important to take future action to deal with tidal floods.

Co-Authors . Azmeri, . ., Novrizal Agustiar Al Munawir Alfiansyah Yulianur Alfiansyah Yulianur BC Arisma Siregar, Mawaddah Putri Astiah Amir Cut Suciatina Silvia Cut Suciatina Silvia Cut Suciatina Silvia Cut Suciatinas Silvia Delfian Masrura Dewi Purnama Sari Dewi Purnama Sari DIAN FEBRIANTI Dian Febrianti dian febrianti Dian Febrianti Ersa, Nanda Savira Fachruddin Fachruddin Fachruddin Fachruddin Farizal, Teuku Fazlina, Rita Febrianty, Dian Fitry Hasdanita Fuji Akbar Emda Hartati, Rita Husaini, Muhammad Zakki Idris, Fadli Indera Sakti Nasution Inseun Yuri Salena Inseun Yuri Salena Isdaryanto Iskandar M. Arie Rafshanjani M. Arie Rafshanjani M. Faisi Ikhwali Maifizar, Afriani MASRURA, DELFIAN Muhaida Sapitri Muhammad Arrie Rafshanjani amin Muhammad Ikhsan Muhammad Ikhsan Muhammad Ikhsan Mukrami Nasution, Anisah Novrizal . Prayogo, Wisnu Pribadyo Pribadyo, Pribadyo Putri Maulina Devi Putri, Enda Silvia Putri, Suci Alinda Radianica, Nessa Rafshanjani, M. Arie Rafshanjani, Muhammad Arrie Rahmat Sofyan Refvina Dari Saefuddin, Reskiana Safrizal Salena, Inseun Yuri Sanusi Sanusi Veranita, Veranita Yasrizal Yuni Maulinda Yuni maulinda Zakia Zakia zakia, Zakia

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