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Pola Jaringan Distribusi Logistik di Kabupaten Lanny Jaya Provinsi Papua Pegunungan Lumban Gaol, Martua Jaya Gregorius; Julison, Bernathius; Mujiati, Mujiati; Rante, Harmonis
Riwayat: Educational Journal of History and Humanities Vol 8, No 3 (2025): July
Publisher : Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jr.v8i3.48100

Abstract

Transportasi adalah usaha memindahkan, menggerakkan, mengangkut, atau mengalihkan suatu objek dari tempat asal ke tempat tujuan berpindah suatu barang atau manusia dengan menggunakan moda transportasi.Penelitian ini bertujuan untuk menganalisis Biaya Operasional Kendaraan (BOK) angkutan logistik per hari untuk jenis dump truck dari Kota Jayapura Kabupaten Lanny Jaya, menganalisis tarif angkutan logistik untuk jenis dump truck dari Kota Jayapura Kabupaten Lanny Jaya, dan menganalisis pola jaringan distribusi logistik dari Kota Jayapura Kabupaten Lanny Jaya untuk jenis dump truck. Manfaat dari penelitian ini adalah sebagai masukan dan bahan pertimbangan bagi pihak atau instansi terkait yaitu pemerintah dan para pelaku usaha angkutan logistik dalam menetapkan tarif angkutan logistik berdasarkan Biaya Operasional Kendaraan.Data yang diperlukan untuk menyelesaikan penelitian ini terdiri dari data sekunder dan data primer. Data sekunder berupa referensi yang digunakan dan sebagai dasar atau acuan dalam menghitung Biaya Operasional Kendaraan, menentukan tarif, dan pola jaringan distribusi logistik yang diperoleh dari instansi terkait. Data primer didapatkan melalui observasi dan wawancara secara langsung pada lokasi penelitian terkait untuk jenis dump truck.Hasil analisis data pada penelitian ini didapatkan total BOK dari biaya langsung dan biaya tidak langsung sebesar Rp 937.461,99/hari untuk jenis dump truck. Tarif angkutan logistik sebesar Rp 10.000,00/kg untuk jenis dump truck. Pola jaringan distribusi logistik dari Kota Jayapura Kabupaten Lanny Jaya, yaitu melalui segmen Jayapura Mamberamo Elelim Wamena Lanny Jaya untuk jenis dump truck.
Pengaruh Kerentanan Bangunan Gedung Sekolah pada Distrik Jayapura Utara, Distrik Jayapura Selatan, Distrik Abepura Terhadap Bahaya Gempa Bumi di Kota Jayapura Gultom, Junpieter; Rante, Harmonis; Rusim, Dewi Ana; Awaluddin, Duha; Mujiati, Mujiati
Syntax Literate Jurnal Ilmiah Indonesia
Publisher : Syntax Corporation

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36418/syntax-literate.v10i4.57892

Abstract

Bangunan gedung sekolah merupakan infrastruktur dengan tingkat potensi korban jiwa yang tinggi apabila terjadi gempa bumi, sehingga penting untuk dilakukan identifikasi terhadap kerentanan strukturnya. Penelitian ini bertujuan untuk menganalisis tingkat kerentanan dan risiko seismik bangunan sekolah terhadap gempa bumi guna mendukung upaya mitigasi bencana di wilayah rawan gempa, khususnya di Kota Jayapura. Metode yang digunakan dalam studi ini adalah Rapid Visual Screening (RVS) berdasarkan FEMA P-154 dan Evaluasi Risiko Seismik, yang diterapkan pada 111 bangunan sekolah dari 40 lokasi berbeda. Faktor-faktor seperti kondisi aktual bangunan, konfigurasi geometrik, dan tahanan beban lateral menjadi penentu utama dalam perhitungan nilai kerentanan. Hasil analisis menunjukkan bahwa tipologi struktur bangunan sekolah di Kota Jayapura didominasi oleh struktur beton bertulang dengan dinding pengisi tanpa tulangan (concrete frames with unreinforced masonry infill walls). Rata-rata peluang keruntuhan struktur berdasarkan metode RVS adalah sebesar 19,63%, sedangkan evaluasi risiko seismik menunjukkan tingkat risiko sedang dengan rata-rata nilai kerentanan sebesar 1901. Ditemukan pula hubungan signifikan antara peluang keruntuhan dan tingkat risiko melalui persamaan regresi linier y = 1,09 + 3,54x. Kesimpulannya, bangunan sekolah di Kota Jayapura memiliki kerentanan struktural yang patut menjadi perhatian dalam perencanaan mitigasi risiko bencana. Implikasi dari penelitian ini menunjukkan bahwa hasil evaluasi dapat dijadikan dasar perumusan prioritas penguatan struktur bangunan sekolah guna meminimalkan risiko keruntuhan akibat gempa bumi di masa depan.
STRATEGI PENGEMBANGAN KAWASAN PERTANIAN PANGAN BERKELANJUTAN DI KABUPATEN MERAUKE Sultan; Mujiati; Rante , Harmonis
Jurnal ELIPS (Ekonomi, Lingkungan, Infrastruktur, Pengembangan Wilayah, dan Sosial Budaya) Vol 8 No 1 (2025): Februari 2025
Publisher : Magister Perencanaan Wilayah dan Kota Universitas Cenderawasih

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Abstract

Merauke Regency has vast and strategic agricultural land potential as a national food basket, but ecological, social, and infrastructure challenges remain obstacles to the development of sustainable farm areas. This study aimsto formulate a strategy for developing a sustainable food-based agricultural area that is adaptive to local conditionsin Merauke. The method used is a qualitative-descriptive approach through literature review and analysis of strategiesbased on regional potential. The study findings indicate that strategies encompassing optimal land use, technologyapplication, wise natural resource management, infrastructure strengthening, community empowerment, and greeneconomy-based policies can drive the transformation of Merauke's agriculture into a productive, efficient, andsustainable system. Implementation recommendations include a multi-stakeholder collaborative approach,regulatory support, and risk mapping based on spatial data.
KAJIAN KETERSEDIAAN DAN KEBUTUHAN LAHAN TEMPAT PEMAKAMAN UMUM DI DISTRIK SARMI, KABUPATEN SARMI Ronaldo Ruwayari, Daniel; Manalu, Janviter; Mujiati
Jurnal ELIPS (Ekonomi, Lingkungan, Infrastruktur, Pengembangan Wilayah, dan Sosial Budaya) Vol 8 No 1 (2025): Februari 2025
Publisher : Magister Perencanaan Wilayah dan Kota Universitas Cenderawasih

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Abstract

The availability and need for land for Public Cemeteries (TPU) is becoming an i ncreasingly urgent issue,especially in areas experiencing population growth such as Sarmi District, Sarmi Regency. This study aims toevaluate the current availability of TPU land, plan land use patterns in accordance with the Regional SpatialPlan (RTRW), and analyze local government involvement in TPU management. The research approach used isdescriptive quantitative by utilizing primary and secondary data. Data collection techniques included fieldobservations, interviews and analysis of policy documents. Data analysis was conducted using the GeographicInformation System (GIS) method to identify alternative locations for new cemeteries and the geometricformula to project land requirements. The results show that TPU Mararena still has a land capacity of 1,434m², while TPU Sarmi Kota has exhausted its capacity with a total area of 14,051 m². Projections of landrequirements show the need for a new location with an area of around 10,000 m² to meet the needs of thecemetery in the long term. The new site needs to be designed based on spatial criteria, such as accessibility,integration of green spaces, and sustainability of management. This research emphasizes the importance ofcross-sectoral coordination between local governments, communities and customary institutions to createmore effective and environmentally friendly TPU management. New TPUs that support ecological, social, andaesthetic functions can be a sustainable solution to overcome the limitations of cemetery land in the future.
STRATEGI PENGENDALIAN BANJIR KOTA MERAUKE PROVINSI PAPUA SELATAN Gunawan Purba, Hisar; Mujiati; Manalu, Janviter
Jurnal ELIPS (Ekonomi, Lingkungan, Infrastruktur, Pengembangan Wilayah, dan Sosial Budaya) Vol 8 No 1 (2025): Februari 2025
Publisher : Magister Perencanaan Wilayah dan Kota Universitas Cenderawasih

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Abstract

This research aims to examine the Flood Control Strategy of Merauke City with the approach of existing drainageconditions, vulnerability testing and spatial planning policies of Merauke City. The background of the research departsfrom the increasing frequency of extreme rainfall and the threat of tidal flooding due to climate change and thecharacteristics of coastal geomorphology that trigger higher flood risks. This research uses descriptive and quantitativeapproaches. Data sources were obtained from primary data which were the results of interviews and fieldobservations while secondary data were obtained from relevant agencies. The results showed that the flood drainagechannel was not optimal, the vulnerability indicator of Merauke city was 2.2 on a scale of 4 with a moderate category,and the impact of changes in the RDTR of Merauke city in 2023. The height of flood water in Merauke city is still low(average 0.5 - 1m) but the flood area is increasing, especially in areas with high population density and low areas dueto land changes and residential development in infiltration / low areas. Flooding in the city of Merauke is due to highrainfall and overflow of water from the drainage as a result of siltation in the drainage and damage to severalfloodgates. The strategy to control flooding in Merauke city is by optimizing flood drainage channels and buildingretention ponds, especially in coastal, densely populated and low-lying areas, as well as by spatial planning for theprotection of infiltration zones and water boundaries in changing land functions and increasing public awareness inmaintaining the cleanliness of drainage channels
EVALUASI KEBERLANJUTAN PENGELOLAAN SISTEM PENYEDIAAN AIR MINUM (SPAM) BERBASIS MASYARAKAT DI KABUPATEN MERAUKE Letsoin, Stella; Rante, Harmonis; Mujiati
Jurnal ELIPS (Ekonomi, Lingkungan, Infrastruktur, Pengembangan Wilayah, dan Sosial Budaya) Vol 8 No 1 (2025): Februari 2025
Publisher : Magister Perencanaan Wilayah dan Kota Universitas Cenderawasih

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Abstract

In an effort to support 100% universal access to drinking water services, the Merauke Regency government providescommunity drinking water facilities and infrastructure in almost all areas. However, most of the construction of theDrinking Water Supply System (SPAM) has failed in post-development management because it is not supported by theformation of a management body at the community level and increasing community capacity by conducting trainingto process the SPAM. Therefore, it is necessary to evaluate the sustainability of SPAM management as a supportingfactor for sustainability or continuity to improve the operation and maintenance of facilities from technical,environmental and social aspects. This research aims to evaluate the existing condition of SPAM and analyse theavailability and needs of clean water for sustainable drinking water for the people of Merauke. Therefore, it isnecessary to conduct a study on community-based SPAM management in terms of technical, institutional, financial,social and environmental aspects.
Overview of the Influence of Land Use Change and Sediment Control Structures on Sedimentation in Lake Sentani Laorens Miehell Ngutra; Mujiati Mujiati; Harmonis Rante; Bernathius Julison; Duha Awaluddin; Dewi Ana Rusim
Jurnal Indonesia Sosial Teknologi Vol. 5 No. 12 (2024): Jurnal Indonesia Sosial Teknologi
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/jist.v5i12.1254

Abstract

Under Presidential Decree No. 60 of 2021, on National Priority Lakes Rescue, Lake Sentani is one of 15 priority lakes to be rescued. In the annex to the President's regulation, it is mentioned to date about 90 tons or ± 5 m/year of sediment entering Lake Sentani with a total count of 62,0679.78 tonnes/year entering lake Sentani, with a storage capacity of 1,782 billion/m3. The water supply of Lake Sentani is obtained from the supply of 14 large and small rivers. With a slope inclination between 0% - 40% of the amount of sediment transported during the rainy season causes the decline in water quality and the high erosion that occurs. This study aims to find out the impact of land-use change and the effect of sediment control buildings on the number of sediments that enter Lake Sentani. From the results of the analysis the impact of land use change before the construction of the sediment control building based on the analysis carried out by the Papua River Regional Hall the known potential sedimentation rate is of 0.6 mm/th whereas the potential sedmentation rate analysed after the existence of the building of the Sediment Controller is of 0.012 mm /year. This indicates a change in the rate of potential Sedimentation entering the lake of sentani affected by the building sediment operator. When it rains with repeated flooding Q20, Q25, Q50 and Q100 years with conditions of 1 (one) sediment control building so that it can be judged to be a very heavy erosion class with land loss of more than 280 tons/ha/years with a potential sedimentation rate thickness between 2.55 mm/years to 2.85mm/years.
Evaluation of the Performance of Dams and Irrigation Networks in the Kalibumi Irrigation Area in Nabire Regency Maria Joy Waroi; Mujiati Mujiati; Harmonis Rante; Bernathius Julison; Duha Awaluddin; Dewi Ana Rusim
Jurnal Indonesia Sosial Teknologi Vol. 5 No. 12 (2024): Jurnal Indonesia Sosial Teknologi
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/jist.v5i12.1255

Abstract

Development of irrigation district (DI) in Nabire district began from 1972/1973 until 2014 the government carried out is 6400 ha. The purpose of this study is to eval_uate the performance of the wells and networks of the irrigation areas of the calibumi. The results of this study are known that the performance of Nabire's wells and irrigation networks that have been awakened is still in low performance and require attention with the overall value of 64.74% consisting of the performance value of the physical Prasarana 24.34%, plant productivity 9.86%, the supporting networks 3.33%, the Organization of Personnel 9.18%, Documentation 2.74% and P3A/GP3A / IP3A 5.37% This indicates that the existing operating and maintenance system is still very poorly in accordance with the Regulation of the Minister of Public Works and People's Housing No. 12/PRT/M/2015 on the Exploitation and Maintenance of Irrigation Networks as assessed using the e-PAKSI application.
Risk Management in the Implementation of the Occupational Safety and Health System (SMK3) in the PLN Maluku and Papua Substation Project Yunita Palik; Dewi Ana Rusim; Mujiati Mujiati; Bernathius Julison; Bahtiar Bahtiar; Duha Awaluddin Kurniatullah
Jurnal Indonesia Sosial Teknologi Vol. 5 No. 8 (2024): Jurnal Indonesia Sosial Teknologi
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/jist.v5i8.1290

Abstract

This research involves several PLN substation projects in the Maluku and Papua regions. The subject of this study consisted of 25 respondents, namely 1 Project Manager, HSE Engineer and project supervisor. The questionnaire that has been given is then analyzed using the severity index method. The results of K3 risk identification on 44 risk variable indicators with high variables are found in the categories of product purchase and control, work safety in SMK3 and monitoring standards. The highest level of K3 risk to cost performance in substation construction projects in Maluku and Papua is the specification of the purchase of goods and services, the verification system of purchased goods and services, emergency planning and recovery, and labour health monitoring. The allocation of K3 risk in substation construction projects in Maluku and Papua is the most allocated risk shared between the owner and the contractor. The most K3 risk response is by holding and partially allocating to the owner by transferring. Recommendations for mitigation of K3 risks in substation construction projects in Maluku and Papua are by preparing procedures for work steps/related documents that are jointly supervised between the owner and owner. Then it is necessary to form an organization related to K3 that will be responsible for emergencies, work accidents and monthly reporting to the local Manpower Office.
Feasibility Analysis of the Bonto River, Tomon 1 Village, Dekai District, Yahukimo Regency as a Source of Raw Water T. Bernathius Julison; Mujiati Mujiati; Amaliah Azis; Firman Setiawan; Anastasya Coria Ayomi
Jurnal Indonesia Sosial Teknologi Vol. 5 No. 12 (2024): Jurnal Indonesia Sosial Teknologi
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/jist.v5i12.1383

Abstract

Rivers are one of the sources of water for the life of living things. Rivers are often used in various ways by humans. The Bonto River is one of the rivers in Yahukimo Regency that is used as raw water for drinking water. In order to meet the need for clean water, it is necessary to analyze the water quality of the Bonto River. Determining the source of raw water in an area is the first step in determining the location or place as a raw water supplier for clean water treatment purposes.  The purpose of this study is to identify the water quality of the Bonto river and evaluate the condition of the Bonto river water with the water quality standards that have been set to be used as an alternative source of raw water for clean water treatment. Water sampling in this study was carried out by observation and measurement directly in the field, and laboratory tests. Raw water quality data is compared to the current raw water and drinking water quality standards. The water quality standards used are the Decree of the Minister of Health of the Republic of Indonesia Number: 492/MENKES/SK/IV/2010, dated April 19, 2010 concerning the Terms and Conditions and Supervision of Drinking Water Quality, and in accordance with the water quality requirements. Each sample of water and sediment is examined in the laboratory to be analyzed according to its needs, namely regarding water quality. Testing of water quality samples was carried out at the Papua Regional Health Laboratory Center.