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Implementasi Pembangunan Inklusif Melalui Asa Kepemudaan Pada Wilayah Marjinal Dalam Mewujudkan Kota Layak Huni Di Kawasan Pesisir Kota Tarakan Daud Nawir; Tinik Sugiati; Tanti Asrianti; Nur Indah Noviyanti; Cici Ismuniar; Fachri Fahmi
Jurnal Altifani Penelitian dan Pengabdian kepada Masyarakat Vol. 5 No. 6 (2025): November 2025 - Jurnal Altifani Penelitian dan Pengabdian kepada Masyarakat
Publisher : Indonesian Scientific Journal

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59395/altifani.v5i6.899

Abstract

Kelurahan Selumit Pantai merupakan kelurahan di kawasan pesisir dengan jumlah penduduk yang paling banyak di kota Tarakan yaitu; 18.297 jiwa dengan kepadatan penduduk mencapai 24.075/km2 . Dibalik tinggi nya kepadatan penduduk Kelurahan Selumit Pantai  memilik potensi besar terhadap SDM yaitu pemuda (15-35 tahun) sebesar 42,92% (7.852 jiwa). Pemanfatan potensi pemuda sangat diperlukan dalam mewujudkan pembangunan Inklusif di Kelurahan selumit Pantai yang berdaya, kolaboratif, non diskriminasi, Aman, Sejahtera untuk semua warga (No Left Behind). Adapun metode dari program ini yaitu Sosialisasi, pelatihan , penerapan teknologi, pendapingan dan evaluasi program , dan keberlanjutan program. Adapun ketercapaian hasil dari program yang mendukung pembangunan kota menuju Kota Layaka Huni, yaitu terbentuknya 40 kepemudaan karang tarunan hasi lpeningkatan pengetahuan pemuda/I terkait peran pemuda dan kota layak huni (pre test 44,25 dan post tets 96,95%). Tersusunnya dokumen rencana kerja kepemudaan Karang Taruna berdasarkan tabel penilaian kriteria kota layak dan tersedianya data terpilah kelompok Kelurahan Selumit Pantai.
ANALYSIS OF THE WASTE MANAGEMENT SYSTEM IN TANA TIDUNG REGENCY Denny Indrawanto; Muhammad Djaya Bakri; Daud Nawir; Theresia; Fadhilah; Icha Anggriani; Andri Putra Naftali
Multidiciplinary Output Research For Actual and International Issue (MORFAI) Vol. 6 No. 2 (2026): Multidiciplinary Output Research For Actual and International Issue
Publisher : RADJA PUBLIKA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5281/zenodo.20287071

Abstract

Waste management in Tana Tidung Regency faces complex challenges due to population growth, urbanization, and infrastructure limitations. This study aims to analyze the waste management system in Tana Tidung Regency by highlighting the challenges and opportunities in achieving a sustainable environment.waste management infrastructure, such as final disposal sites (TPA) and temporary disposal sites (TPS), is still inadequate. In addition, public awareness of sorting and processing waste is also low. Other constraints include the limited fleet of waste collection vehicles and the minimal use of modern technology. Opportunity aspects such as the development of community-based waste banks, the application of waste processing technologies like biodigesters and waste-to-energy systems, as well as collaboration with the private sector through corporate social responsibility (CSR) programs. The strategy to improve the waste management system, which includes community education, infrastructure investment, and the application of the reduce, reuse, recycle (3R) principle, is deemed important to support the creation of a cleaner and more sustainable environment. waste management in Tana Tidung Regency requires a holistic approach involving the government, the community, and the private sector. By addressing existing challenges and seizing opportunities, Tana Tidung Regency can improve the quality of its waste management towards sustainable development.
Land Readiness Analysis for Tanah Kuning Port Based on Integrated Topographic Data Edy Utomo; Muhammad Djaya Bakri; Daud Nawir; Muhammad Asfihan Nur Arifin; Iif Ahmad Syarif
Borneo Engineering: Jurnal Teknik Sipil Volume 10 Nomor 1 Tahun 2026
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v10i1.483

Abstract

The coastal area of Tanah Kuning, Bulungan Regency, is planned as part of the development of the Tanah Kuning-Mangkupadi Industrial Estate and International Port (KIPI) in North Kalimantan Province. This study aims to analyze port land readiness based on topographic conditions to inform technical planning for port development. The study offers an approach to evaluating land readiness by integrating terrestrial surveying using a Total Station with aerial photogrammetry using a UAV drone. The data were processed into a Digital Terrain Model (DTM) and contour maps for slope and land elevation analysis. The assessment was conducted descriptively and evaluatively, in accordance with KP.227/DJPL/2019, taking into account slope conditions, protection against the highest high-water level, and existing land use. The results show that location 1 has the most stable conditions, with dominant slopes of 0-25%, elevations above the highest high-water level, and no active settlements. Therefore, it is classified as suitable. In contrast, Locations 2 and 3 are classified as unsuitable due to the dominance of steep to very steep slopes and socio-land constraints.
Analisis Terpadu Revitalisasi Pelabuhan Liem Hie Djung untuk Layanan Lintas Batas Indonesia-Malaysia Edy Utomo; Muhammad Djaya Bakri; Daud Nawir; Muhammad Asfihan Nur Arifin; Iif Ahmad Syarif
Teras Jurnal : Jurnal Teknik Sipil Vol. 16 No. 1 (2026): Teras Jurnal
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v16i1.1341

Abstract

Abstrak   Pelabuhan Liem Hie Djung (Nunukan, Kalimantan Utara) merupakan simpul layanan lintas batas Indonesia-Malaysia, namun kinerja sisi air dan sisi darat masih dibatasi oleh kedalaman efektif, geometri perairan, dan kapasitas terminal. Penelitian ini menyusun dasar teknis revitalisasi melalui pemodelan bathimetri berbasis SIG dari raster BATNAS resolusi 10 m, survei lapangan, serta analisis kebutuhan fasilitas sisi air-sisi darat. Parameter arus dan pasut ditetapkan dari pengukuran dan analisis pasut setempat, sedangkan tinggi gelombang rencana diperoleh melalui peramalan gelombang. Hasil menunjukkan arus maksimum 0,59 m/s saat surut, tinggi gelombang rencana 0,46 m, serta muka air HWS +4,81 m, MSL +3,29 m, dan LWS +1,81 m. Untuk kapal rencana (LOA 29,50 m; sarat 1,22 m), kebutuhan minimum meliputi kedalaman rencana 2,27 m, lebar alur satu jalur 32,64 m, diameter kolam putar 44,25 m, dan panjang dermaga 81,00 m. Pada sisi darat diperlukan optimasi ruang tunggu, fasilitas pemeriksaan, serta area parkir 2.644 m2. Secara keseluruhan, pra-desain revitalisasi diusulkan bertahap dengan zonasi layanan regional dan internasional.   Kata kunci: Bathimetri, BATNAS, Dermaga, Revitalisasi, SIG.       Abstract   Liem Hie Djung Port (Nunukan, North Kalimantan) is a key border gateway for Indonesia-Malaysia maritime services, yet its waterside and landside performance is constrained by effective depth, basin geometry, and terminal capacity. This study develops a technical basis for revitalization by integrating GIS-based bathymetry modelling from 10 m BATNAS rasters, field surveys, and facility-needs analysis. Currents and tidal levels were derived from local measurements and tidal analysis, while the design wave height was estimated through wave forecasting. Results indicate a maximum current of 0.59 m/s during ebb, a design wave height of 0.46 m, and water levels of HWS +4.81 m, MSL +3.29 m, and LWS +1.81 m. For the design vessel (LOA 29.50 m; draft 1.22 m), the minimum requirements are a 2.27 m design depth, a 32.64 m single-lane channel width, a 44.25 m turning basin diameter, and an 81.00 m berth length. Landside improvements include reorganizing passenger flow, inspection facilities, and 2,644 m2 of parking. Overall, a phased, zoned revitalization is recommended to support border connectivity.   Keywords: Bathymetry, Border, GIS, Revitalization, Terminal
Analisis Terpadu Revitalisasi Pelabuhan Liem Hie Djung untuk Layanan Lintas Batas Indonesia-Malaysia Edy Utomo; Muhammad Djaya Bakri; Daud Nawir; Muhammad Asfihan Nur Arifin; Iif Ahmad Syarif
Teras Jurnal : Jurnal Teknik Sipil Vol. 16 No. 1 (2026): Teras Jurnal
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v16i1.1341

Abstract

Abstrak   Pelabuhan Liem Hie Djung (Nunukan, Kalimantan Utara) merupakan simpul layanan lintas batas Indonesia-Malaysia, namun kinerja sisi air dan sisi darat masih dibatasi oleh kedalaman efektif, geometri perairan, dan kapasitas terminal. Penelitian ini menyusun dasar teknis revitalisasi melalui pemodelan bathimetri berbasis SIG dari raster BATNAS resolusi 10 m, survei lapangan, serta analisis kebutuhan fasilitas sisi air-sisi darat. Parameter arus dan pasut ditetapkan dari pengukuran dan analisis pasut setempat, sedangkan tinggi gelombang rencana diperoleh melalui peramalan gelombang. Hasil menunjukkan arus maksimum 0,59 m/s saat surut, tinggi gelombang rencana 0,46 m, serta muka air HWS +4,81 m, MSL +3,29 m, dan LWS +1,81 m. Untuk kapal rencana (LOA 29,50 m; sarat 1,22 m), kebutuhan minimum meliputi kedalaman rencana 2,27 m, lebar alur satu jalur 32,64 m, diameter kolam putar 44,25 m, dan panjang dermaga 81,00 m. Pada sisi darat diperlukan optimasi ruang tunggu, fasilitas pemeriksaan, serta area parkir 2.644 m2. Secara keseluruhan, pra-desain revitalisasi diusulkan bertahap dengan zonasi layanan regional dan internasional.   Kata kunci: Bathimetri, BATNAS, Dermaga, Revitalisasi, SIG.       Abstract   Liem Hie Djung Port (Nunukan, North Kalimantan) is a key border gateway for Indonesia-Malaysia maritime services, yet its waterside and landside performance is constrained by effective depth, basin geometry, and terminal capacity. This study develops a technical basis for revitalization by integrating GIS-based bathymetry modelling from 10 m BATNAS rasters, field surveys, and facility-needs analysis. Currents and tidal levels were derived from local measurements and tidal analysis, while the design wave height was estimated through wave forecasting. Results indicate a maximum current of 0.59 m/s during ebb, a design wave height of 0.46 m, and water levels of HWS +4.81 m, MSL +3.29 m, and LWS +1.81 m. For the design vessel (LOA 29.50 m; draft 1.22 m), the minimum requirements are a 2.27 m design depth, a 32.64 m single-lane channel width, a 44.25 m turning basin diameter, and an 81.00 m berth length. Landside improvements include reorganizing passenger flow, inspection facilities, and 2,644 m2 of parking. Overall, a phased, zoned revitalization is recommended to support border connectivity.   Keywords: Bathymetry, Border, GIS, Revitalization, Terminal