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KAJIAN KESELAMATAN DAN KESEHATAN KERJA PADA PEKERJAAN PEMBANGUNAN BENDUNGAN KRUENG KEUREUTO DI KABUPATEN ACEH UTARA Helmi Helmi; Alfiansyah Yulianur; Ella Meilianda
JURNAL TEKNIK SIPIL Vol 6, No 1 (2016): Volume 6, Nomor 1, September 2016
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract

Abstract: The implementation of occupational safety and health program is one of the efforts to create a workplace that is safe, healthy and free from environmental pollution, so as to prevent or reduce rather than workplace accidents. The purpose of this research is 1) To determine the level of awareness and understanding of occupational health and safety programs, 2) To find out how the implementation of occupational safety and health program, and 3) To find out what kind of risk of work accidents happened at the project site . The scope of this study is limited to the study of occupational safety and health is applied to the construction of dams Krueng keurueto jobs in North Aceh district. The research was conducted by distributing questionnaires to 65 respondents who were directly involved in the work of this dam. Data processing is performed by analysis of frequency and relative importance index (RII). The object of research is a director of the Company; Project Manager; Field Executive; Field Supervisors and Workers / heavy equipment operator involved in Krueng Dam construction work Keureuto In North Aceh District. Based on the results of data processing and discussion, it has been able to research appropriate research objectives, namely: the level of awareness and understanding of the elements of safety and health programs of work "provision of the box first aid Workplace" occupies the most weight as high as: 4.86, for the implementation of the program health and safety "Use of Personal Protective Equipment (PPE) which is becoming a necessity among workers" with a weight of 4.79, the type of work hazard the most common is "irritation of the eyes when transporting the ground" with a weight of 2:19 while the types of risks accidents that are rare are "accidents caused by heavy equipment operational" with a weight of 1.89.Keywords : occupational safety and health , dam Krueng keureuto.Abstrak: Pelaksanaan program keselamatan dan kesehatan kerja adalah salah satu bentuk upaya untuk menciptakan tempat kerja yang aman, sehat serta bebas dari pencemaran lingkungan, sehingga dapat mencegah ataupun mengurangi dari pada kecelakaan kerja. Tujuan penelitian adalah 1) Untuk mengetahui tingkat kesadaran dan pemahaman terhadap program keselamatan dan kesehatan kerja, 2) Untuk mengetahui bagaimana pelaksanaan program Keselamatan dan Kesehatan Kerja dan 3) Untuk mengetahui apa saja jenis risiko kecelakaan kerja yang terjadi di lokasi proyek. Ruang lingkup penelitian ini dibatasi pada kajian keselamatan dan kesehatan kerja yang diterapkan pada pekerjaan pembangunan bendungan krueng keurueto di kabupaten Aceh Utara. Penelitian dilaksanakan dengan penyebaran kuesioner kepada 65 responden yang terlibat langsung dalam pekerjaan bendungan ini. Pengolahan data dilakukan dengan analisis frekuensi dan relative importance index (RII). Objek penelitian adalah Direktur Perusahaan; Project Manager; Pelaksana Lapangan; Pengawas Lapangan dan para Pekerja / operator alat berat  yang terlibat pada pekerjaan Pembangunan Bendungan Krueng Keureuto Di Kabupaten Aceh Utara. Berdasarkan hasil pengolahan data dan pembahasan, maka telah di dapat hasil penelitian sesuai tujuan penelitian yaitu: tingkat kesadaran dan pemahaman terhadap elemen-elemen program keselamatan dan kesehatan kerja ”Penyediaan kotak pertolongan pertama pada kecelakaan (P3K) ditempat kerja” menempati bobot paling tinggi yaitu: 4.86, Untuk pelaksanaan program keselamatan dan kesehatan kerja “Penggunaan Alat Pelindung   Diri (APD) yang menjadi keharusan dikalangan pekerja” dengan bobot 4.79, jenis risiko kecelakaan kerja yang paling sering terjadi adalah “iritasi pada mata saat pengangkutan tanah” dengan bobot 2.19 sedangkan jenis risiko kecelakaan kerja yang jarang terjadi adalah “kecelakaan akibat opersional alat berat” dengan bobot 1.89.Kata kunci : keselamatan dan kesehatan kerja,  bendungan krueng keureuto.
Level of Coastal Protection Damage and Priority of Handling (Case Study of Alue Naga – Neuheun, Aceh Besar, Indonesia) Syahrul Mauluddin; Ella Meilianda; Syamsidik Syamsidik
International Journal of Disaster Management Vol 2, No 1 (2019): June
Publisher : TDMRC, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/ijdm.v2i1.14138

Abstract

The massive tsunami of December 26, 2004 has had a huge impact on the life of the coastal region. The effects of the tsunami caused damage to occupation settlements, loss of waterside land and destruction of marine biota ecosystems. The coastal region of Aceh Province in Indonesia is the area that has the worst impact followed by the State of Malaysia, Thailand and as a coastal area of India. As a result of a large amount of coastal land experiencing a loss of land mass, erosion is very significant. As a step towards handling coastal areas from greater erosion prevention, the Government of Indonesia in 2005 adopted a policy of handling rehabilitation and reconstruction through the ANTERP (Aceh Nias Tsunami and Earthquake Response Program) program under the BRR (Rehabilitation and Reconstruction Agency) in collaboration with Ministry of Public Work. One of the steps to handling erosion is to protect the coast using the hard structure method such as the construction of a revetment and jetty made from rock armor. This study aims to assess the level of damage and priority of handling of coastal protective structures that have been built in 2009, 2016 and how changes in shoreline occur on the beach location of Alue Naga - Neuheun, which is a coastal area that was greatly affected by the tsunami. Assessments were carried out in three different coastal structures, namely CS-1 locations in the Alue Naga area, CS-2, Lambada Lhok coastal area and CS-3 Neuheun beach area. Guidelines for assessing structure damage and changes in shoreline in the study using the Ministry of Public Work Regulation No. 08/SE/M/2010. The rate of change in shoreline is obtained through computational calculations of the DSAS (Digital Shoreline Analysis System) program using the EPR (End Point Rate) method and NSM for change distance (Net Shoreline Movement).
Pemodelan Hidrodinamis 2D Skenario Penggenangan Banjir Luapan Krueng Tamiang Maulina, Rifa; Meilianda, Ella; Kasury, Ahmad Reza
Journal of The Civil Engineering Student Vol 5, No 4 (2023): Volume 5 Nomor 4 Desember 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/journalces.v5i4.27329

Abstract

Banjir merupakan bencana alam yang sering terjadi di Indonesia. Umumnya kejadian banjir dapat diprediksi jika terjadi curah hujan yang tinggi di suatu kawasan dan berlangsung selama beberapa hari. Akan tetapi, banjir juga dapat terjadi secara tiba-tiba jika kawasan tersebut berada dalam ekosistem yang rusak. Saat ini kejadian banjir di Indonesia tergolong ekstrim. Salah satu daerah yang rawan terhadap banjir adalah Daerah aliran Sungai (DAS) Krueng Tamiang. DAS ini merupakan DAS terbesar di Provinsi Aceh dengan luas 4.826,56 Km2 dengan panjang sungai utama 217 km yang memiliki kapasitas infiltrasi tanah yang rendah pada musim penghujan, sehingga menyebabkan tingginya aliran permukaan yang dapat menimbulkan banjir. Dari permasalahan tersebut, maka penelitian ini bertujuan untuk mengetahui potensi luapan banjir dengan menggunakan pemodelan hidrodinamis 2D untuk berbagai skenario periode ulang debit banjir pada DAS Krueng Tamiang dan meninjau validasi model genangan banjir terhadap data lokasi banjir dari survey lapangan di DAS Krueng Tamiang berdasarkan banjir historis menggunakan Software Geo-HECRAS, serta mengetahui kondisi banjir (kedalaman dan luasan genangan banjir) pada kala ulang 2, 5, 10, 25, 50, dan 100 tahun. Dari hasil pemodelan didapatkan luas genangan banjir untuk setiap kala ulang sebagai berikut L2th = 43,373km2, L5th = 69,389 km2, L10th = 92,451 km2, L25th = 138,092 km2, L50th = 145,939 km2, dan L100th = 179,836 km2. Kedalaman genangan banjir berkisar 0 sampai dengan lebih dari 2 m. Hasil validasi genangan banjir dengan titik sebaran banjir menghasilkan informasi 10 titik berada pada area genangan banjir serta 2 titik tidak berada pada area genangan banjir.
Mapping of Flood Inundation and Eco-hydraulic Analyses to Minimize Flood Discharge in Tributaries Ziana, Ziana; Azmeri, Azmeri; Yulianur, Alfiansyah; Meilianda, Ella; Mubarak, Mubarak
Aceh International Journal of Science and Technology Vol 12, No 1 (2023): April 2023
Publisher : Graduate School of Syiah Kuala University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.13170/aijst.12.1.31120

Abstract

Eco-hydraulic analyses begin with the arrangement of tributaries. This research aimed to minimize the discharge of flood run-off downstream by involving the community's participation in planting vegetation on the river border. An eco-hydraulic analysis is divided into two stages: calculating eco-hydraulic analysis on the existing border width and on the design border width of 100 m and calculating the inundation height and flow velocity. Minimizing flood discharge in tributaries is important because the maximum discharge in the downstream tributaries will affect the discharge in large rivers. The data needed are the cross-section of the river, the distance between the sections, Manning's roughness number, the return period flood discharge, and the river's slope. The integration between topographic maps, watersheds, and flood water levels can display areas potentially affected by inundation floods so that the flood inundation limits and flood inundation areas can be calculated. This research examined proper eco-hydraulics design so that it could reduce discharge, identify locations prone to flooding, and describe the magnitude of the flood impact quantitatively. Based on the study's results, it was found that the arrangement of river borders can provide benefits for flood control measures; this arrangement is the basis for determining river border lines. The results eco-hydraulic method obtained the design border width of 100 m, the condition before the existing river border arrangement was carried out, the inundation height was 0.30 1.13 m, and after the river border arrangement, the discharge could be reduced to 113.09 209 m3/s and the inundation height is 0 0.31 m. Based on the research results, it is known that border arrangements can provide benefits for flood control measures.