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Nur Adyla
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Jl. Prof. Dr. Baharuddin Lopa, SH., MH., Talumung. Majene
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INDONESIA
Bandar: Journal of Civil Engineering
Published by Universitas Sulawesi Barat
ISSN : 26230135     EISSN : 26567199     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering
Bandar Journal of Civil Engineering has an area of expertise consisting of Structural Engineering, Construction Engineering & Management, Geotechnical Engineering, Water Resources Engineering, Transportation Engineering and Ocean Engineering
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 119 Documents
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Land Suitability Analysis for the Development of Bathing Tourism Based on Biophysical and Social Parameters in Kunyi Village, Polewali Mandar Regency Ali Akbar Tasrif; Nur Adyla Suriadi; Muhammad Alfa Reza; Mahfuzur Rahman Syatar; Hamdan Khatiran
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol. 8 No. 1 (2026): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v8i1.6376

Abstract

Kunyi Village in Anreapi District, Polewali Mandar Regency, has promising potential for natural bathing tourism, particularly in the Patipo and Kampung Rumede areas. This potential is reflected in its rocky river character, relatively clear water, comfortable water temperature, good accessibility, and the availability of basic facilities and community support. This study aims to analyze land suitability for the development of bathing tourism based on biophysical and social parameters in Kunyi Village. The study employed a descriptive quantitative approach supported by qualitative analysis. The analysis used a scoring and weighting method applied to biophysical parameters, namely water depth, current velocity, clarity, temperature, and pH, as well as social parameters including accessibility, supporting facilities, and community perception. The results indicate that the land suitability level ranges from 70% to 88%, which falls into the suitable (S2) to highly suitable (S1) categories. The most supportive parameters are current velocity, temperature, pH, and accessibility. Meanwhile, the main limiting factors are variations in river depth across segments and limited sanitation facility capacity during peak visitation periods. The study concludes that Kunyi Village is feasible to be developed as a bathing tourism destination, provided that zoning, sanitation facilities, safety measures, and community-based management are strengthened to ensure safe and sustainable tourism development.
Flood Regulation Ecosystem Services Performance Based On Slope And Land Cover To Support Soil And Water Conservation In Ternate City adriani; Muh. Faedly H. Tidore; Nurfadhilah Arif; Sabaruddin B
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol. 8 No. 1 (2026): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v8i1.6463

Abstract

Ternate City is a multi-island municipality characterized by diverse topographic and ecological conditions, exposing it to significant risks of surface runoff, inundation, and flash floods, consequences of its steep volcanic terrain and rapid land cover change. Flood regulation ecosystem services play a critical role in soil and water conservation and sustainable spatial planning. This study assessed the performance of flood regulation ecosystem services based on slope gradient (landform) and land cover across Ternate City using secondary spatial data from the 2022 Environmental Carrying and Assimilation Capacity Document (D3TLH), computed via the Simple Additive Weighting (SAW) method with a 1" × 1" grid system (approximately 30 m²). Results indicate that flood regulation service performance is dominated by the medium class (41.99%), followed by the high-to-very high class (32.78%), and the low-to-very low class (25.23%). Batang Dua and Ternate Barat sub-districts exhibit the highest ecosystem service performance, with high-to-very high coverage accounting for 13.66% and 6.58% of total area, respectively. Dry Land Forest is the primary contributor to the very high class (27.82%), while plantation land cover dominates the medium class (40.90%). The Mid Volcanic Slope (11.37%) and Tectonic Hills (7.97%) landform units are the largest contributors to the very high class. These findings highlight the urgency of prioritizing soil and water conservation efforts in forested volcanic slopes and tectonic hill areas to sustain long-term flood mitigation capacity.
Rekayasa Lalu Lintas Jalan Poros Makassar - Maros Km 15 Sampai Km 25 asrul anas
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol. 6 No. 1 (2024): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v6i1.2941

Abstract

Jalan poros Makassar – Maros merupakan jalan nasional yang merupakan akses penghubung provinsi Sulawesi Selatan dan Sulawesi Barat. Volume kendaraan pada km 15 sampai km 25 yang tinggi menyebabkan terjadinya kemacetan. Dengan mengetahu tingkat pelayanan lalu lintas akan memberikan gambaran solusi yang tepat untuk mengatasi kemacetan. Metode bauran kuantitatif dan kualitatif digunakan pada penelitian ini dengan turun langsung mengambil data di lapangan dan menganalisis data dengan panduan pedoman kapasitas jalan Indonesia tahun 2014. Derajat Kejenuhan KM 15+700 arah Makassar sebesar 1,01, arah Maros sebesar 0,53, pada KM 20+400 arah Makassar sebesar 0,81, arah Maros sebesar 0,51, pada KM 22+900 arah Makassar sebesar 0,71 dan arah Maros sebesar 0,45. Tingkat Pelayanan pada KM 15+700 arah Makassar = F sedangkan arah Maros = C, pada KM 20+400 arah Makassar = D sedangkan arah Maros = C dan pada KM 22+900 arah Makassar dan Maros berada pada tingkat pelayanan = C. Berdasarkan data lapangan yang telah didapatkan penulis memberikan solusi berupa desain model flyover yang dapat dijadikan referensi untuk modernisasi dan keindahan arsitektural bangunan infrastuktur serta waktu tempuh jauh lebih cepat dari Makassar ke Maros akibat tidak mengalami persinggahan. Didapatkan beberapa alternatif yang dapat digunakan dalam mengatasi permasalahan ini seperti pelebaran jalan, model rekayasa lalu lintas dan Pembangunan flyover.
Efektivitas Penanganan Abrasi Menggunakan Tanaman Mangrove Pada Pantai Tongke-Tongke, Kabupaten Sinjai. SANDI; MUHAMMAD SABIR; ANDI MAKBUL SYAMSURI; HAMZAH AL IMRAN
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol. 6 No. 1 (2024): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v6i1.2973

Abstract

Kabupaten sinjai merupakan salah satu daerah yang berada disulawesi selatan yang mempunyai kawasan hutan mangrove paling luas sekitar 960 ha yang sebagian besar hutan mangrovenya ada di kecamatan sinjai timur, desa tongke-tongke. Desa tongke-tongke memiliki panjang garis pantai -+ 2 km dan hutan mangrove dengan luas 78,00 ha. Hutan mangrove di desa tongke-tongke adalah hasil swadaya masyarakat yang saat ini berumur sekitar 37 tahun dihitung dari tahun pertama penanamannya,kegiatan ini bertujuaan.Untuk Mengetahui seberapa besar efektivitas tanaman pelindung dalam menanggulangi abrasi pantai dan mengetahui tinggi gelombang, refraksi gelombang, dan gelombang pecah yang terjadi di pantai tongke-tongke meggunakan admiralty dan metode hindcasting.Hasil penelitiaan menunjukkan elevasi muka air pasang (rob) tertinggi barada pada ketinggian 0,7149 m diatas permukaan laut rata-rata (MLS) dan mengakibatkan potensi luas daerah genangan mencapai -134,6 cm dan muka air tertinggi 134.7 dan metode hindcasting di dapat tinggi gelombang (H) dan priode gelombang (T) maksimum arah tenggara yang dapat dilihat pada tabel yaitu pada tahun 2019 adalah yang terbesar dimana H = 0,809 m dan T = 5,825 m. Kata Kunci: Admiralty, ArcGIS,kabupaten Sinjai, dan Pasang surut.
Pemodelan Genangan Banjir Sungai Deking Kabupaten Majene Yusman
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol. 6 No. 1 (2024): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v6i1.3166

Abstract

Sungai Deking adalah sungai yang mengalirkan aliran banjir di empat desa dan satu kelurahan di Kecamatan Malunda Kabupaten Majene pada 26 Mei 2022. Tujuan dari penelitian ini adalah untuk menghasilkan peta genangan dan kedalaman banjir kala ulang tahunan di sekitar sungai Deking. Metode yang digunakan adalah pemodelan genangan banjir di area sungai dengan menggunakan software Hec-Ras 2D. Pemodelan ini membutuhkan data berupa data curah hujan dan peta DEMNAS. Untuk peta DEMNAS dilakukan pengolahan dengan bantuan software Gogle Mapper dan Google Earth Pro hingga menghasilkan peta terrain sesuai dengan area yang ditinjau. Kemudian peta terrain tersebut menjadi inputan bagi Hec-Ras 2D sehingga bisa menghasilkan peta genangan banjir. Untuk menghitung kedalaman genangan banjir, hasil pemodelan diolah kembali dengan software Google Mapper. Berdasarkan hasil analisis menggunakan software Hec-Ras 2D diperoleh hasil pada kala ulang 10 tahun bagian hilir genangan dengan kedalaman rata-rata sebesar 1,054 m serta luas mencapai 1158,91 ha. Pada kala ulang 25 tahun diperoleh bagian hilir genangan dengan kedalaman rata-rata sebesar 1,343 m serta luasan area mencapai 1200,21ha. Pada kala ulang 50 tahun diperoleh pada bagian hilir genangan dengan kedalaman rata-rata sebesar 2,643 m dengan luas area genangan mencapai 3208,31 ha
Pengaruh Variasi Jumlah Tumbukan Pada Perkerasan Hrs-Wc Dengan Metode Marshall Test Sainuddin Sainuddin
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol. 6 No. 1 (2024): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v6i1.3188

Abstract

Roads are one of the transportation infrastructures that are really needed for daily life, so during their service period it is hoped that the condition of the road will be durable according to its intended lifespan. One of the influences that makes an asphalt mixture good is the compaction carried out during implementation. The compaction assessment is expected to determine the density and strength of the asphalt layer through the marshall limit to obtain the ideal strength value for the asphalt mixture, so it is important to know the ideal number of collisions during implementation. . The results of tests on the effect of variations in the number of collisions on marshall characteristics that have been carried out produce values ​​that meet the specifications set by SNI Bina Marga 2018 revision 2, including tests that obtained a stability value of 2086.99kg, a flow value of 3.55 mm, a VIM value of 5.84% , the VMA value is 18.69%, the VFB value is 68.73%, and the MQ value is 587.89 kg/mm, so that an optimum collision of 60 collisions is obtained. Thus it can be stated that it meets the HRS-WC specifications.
Analisis Kebutuhan Ruang Terbuka Hijau (RTH) di Kota Majene Nur Ratika Syamsiar; Ade Guna Saputra; Nur Adyla Suriadi
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol. 6 No. 1 (2024): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v6i1.3289

Abstract

Penelitian ini bertujuan untuk melakukan analisis kebutuhan ruang terbuka hijau (RTH) di Kota Majene. Pertumbuhan perkotaan yang pesat di Kota Majene menghadirkan tantangan dalam menjaga kualitas lingkungan dan kesejahteraan masyarakat. Dalam penelitian ini, digunakan pendekatan gabungan antara data sekunder dan survey lapangan untuk memahami kebutuhan RTH di Kota Majene. Data sekunder digunakan untuk mendapatkan informasi tentang kondisi perkotaan saat ini, sementara survey lapangan digunakan untuk mengumpulkan data langsung tentang preferensi dan kebutuhan masyarakat terkait RTH. Hasil penelitian ini diharapkan dapat memberikan wawasan yang berharga bagi para pengambil kebijakan dan perencana kota dalam mengembangkan strategi dan kebijakan yang sesuai untuk memastikan ketersediaan RTH yang memadai di kota Majene. Diharapkan penelitian ini dapat memberikan kontribusi dalam pemahaman dan perencanaan RTH yang berkelanjutan di Kota Majene.
Pengaruh Kekuatan Aspal Dengan Penambahan Abu Cangkang Kemiri Sebagai Pengganti Filler Pada Lapis AC - WC Sainuddin Sainuddin
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol. 6 No. 1 (2024): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v6i1.3343

Abstract

West Sulawesi holds great potential in the field of candlenut farming, ranking second in Indonesia by producing 10 tons per year. This has an impact on the large amount of candlenut waste produced, especially in the candlenut shell part. One way to overcome this is to use candlenut shell ash as a substitute for filler in the asphalt layer. The aim of this research is to determine the effect of using candlenut shell ash waste as a filler on the type of Asphalt Concrete - Wearing Course mixture with variations in the addition of 2%, 3% and 4% filler. Apart from that, this research also aims to analyze the effect of using 6.4% asphalt content on the mixture. The research that has been carried out shows that the addition of candlenut shell ash as a filler to the Asphalt Concrete - Wearing Course mixture with an asphalt content of 6.4% is used. The results obtained were that, while the 2% and 3% variations had 4% fulfilled the 2018 General Bina Marga specifications and could be used as a mixture.
Analisis Tingkat Kepuasan Penumpang terhadap Kualitas Layanan di Pelabuhan Feri Kendari- Wawonii Maudhy Satyadharma
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol. 6 No. 1 (2024): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v6i1.3369

Abstract

Indonesia as an archipelagic country requires reliable sea transportation. One of the means of sea transportation is the port. One of the roles of the port is the main gateway for the flow of goods, both exports and imports, and the transfer of cargo between modes of transportation and plays an important role in the country's economy to create economic growth. This research aims to analyze passenger satisfaction with the quality of services provided at the Kendari-Wawonii Ferry Port. The implementation method is quantitative descriptive. The research sample was 384 passengers who referred to Permenpan RB Number 14 of 2017 concerning Guidelines for Preparing Community Surveys for Public Service Organizing Units. The research results found that public satisfaction at the Kendari-Wawonii Ferry Port in 2023, which is mandated by Law Number 25 of 2008 concerning Public Services, by assessing 9 elements resulted in a figure of 76,824 (not good). The elements that received the highest scores were the system elements, mechanisms and procedures, while the elements that received the lowest scores by the research respondents were the complaint handling elements and the facilities and infrastructure elements.
Study of Jetty Planning as Coastal Protection Structure to Address Estuary Sedimentation: Case Study of Lubuk Tukko Beach, North Sumatra Province M Gilang Indra Mardika; Indri Rahmandhani Fitriana; Tera Melya Patrice Sihombing; Oscar Lumbantobing
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol. 7 No. 2 (2025): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v7i2.4703

Abstract

Sediment transport from the sea can cause estuary siltation. The effective jetty construction planning is one of problem addressing structurely. To derive the elevation and dimensions of an effective jetty structure in addressing the estuary sedimentation at Lubuk Tukko Beach, North Sumatra Province, wave analysis is conducted using the hindcasting method and tidal analysis using the admiralty method. The research analysis show that the wave height design is 0.676 meters and the highest water surface elevation is 0.616 meters. The type of jetty used is a long jetty with a left jetty length of 394 meters and a right jetty length of 426 meters. The elevation of the right jetty end is 2.5 meters, with a building top width of 1 meter, and the elevation of the left jetty end is 2.6 meters, with a top width structure of 1 meter.

Page 11 of 12 | Total Record : 119

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