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Social Problems and Threats of Digital Technologies Based on Artificial Intelligence
The problems of interaction between humans and digital technologies based on artificial intelligence cannot be regarded as resolved. The aim of this study is, through the generalisation of various viewpoints on the interaction between humans and artificial intelligence, to find an answer to the question of whether the digital revolution represents another, albeit radical, improvement in human life, one that may nevertheless displace humans from the pinnacle of evolution, or whether it constitutes something that is destined to replace humans altogether. The following methods were employed: logical analysis, observation, sociocultural analysis, synthesis, comparison, induction, forecasting, and generalisation. The results obtained indicate that three key problems in the interaction between humans and artificial intelligence have been identified. First, there is a declining human capacity to control digital technologies due to their revolutionary development. Second, there is an incorrect assessment of, or even a complete disregard for, the negative consequences of the total digitalisation of all spheres of life. Third, humans tend to overestimate their ability to control digital technologies based on artificial intelligence. In order to ensure further interaction between humans and the artificial intelligence they have created, the study proposes measures aimed at counteracting the criminalisation of artificial intelligence
Watershed Morphometric Controls on Highland Flooding in Enrekang’s Urban Area
The earth's surface is completely divided by watersheds; urban and rural areas are sub-systems of watersheds. Flooding is influenced by climatic aspects, LULC, and morphometric characteristics. The Enrekang urban area is in the highlands. However, when it rains with high intensity, the area experiences flooding that causes social, economic, and environmental losses. This study aims to identify watersheds and reveal the morphometric factors of watersheds in the upstream part of the Enrekang urban area. The data used is NASADEM as a modernization DEM from SRTM, processed by spatial analysis techniques and mathematical calculations on the linear, areal, and relief aspects of the watershed. Data shows that in the Enrekang urban area, there is a confluence of the main stream (seventh-sixth order) from the upstream Saddang sub-watershed (SW-2) with the Mataallo sub-watershed (SW-3). In addition, the Rbm value of 2 is an extreme classification. High ruggedness number indicates steep slopes, and thus resulting in flash floods and erosion. In terms of area, the area of water catchment in the sub-watershed upstream of urban areas is 5,930.77 sq.km., the area is classified as a large watershed. A large catchment area will produce a large flood discharge. Factors of land use change in the upstream part, triggering an increase in surface runoff. There are three district capitals located upstream of Saddang watershed which causes the conversion of green land into built areas due to the need for housing and public facilities. This data can be a reference for the government, academics, and the community for the purpose of planning flood control programs in upstream of the Enrekang Urban Area
Colloidal TiO2 Nanoparticles Synthesized via Pulsed Laser Ablation in Liquid for Photocatalytic Degradation of Rhodamine B
Colloidal TiO2 nanoparticles were synthesized via pulsed laser ablation in liquid (PLAL) method using a Q-switched Nd:YAG laser operating at 1064 nm. The optical and structural properties were analyzed using UV-Vis spectroscopy, X-ray diffraction (XRD), transmission electron microscopy (TEM), and selected area diffraction (SAED). The amorphous TiO2 colloids exhibited a distinct absorption edge in the UV region, with the optical bandgap (Eg) estimated by the Tauc plot to be approximately 3.75 eV. Photocatalytic activity was evaluated through the degradation of Rhodamine B (10 ppm) under UV lamp (254 nm) irradiation. The TiO2 photocatalyst achieved more than 75% degradation within 150 minutes, whereas the control (photolysis without catalyst) showed less than 5% degradation. These results demonstrate that PLAL enables a clean and straightforward synthesis of high-purity amorphous TiO2 nanoparticles with effective photocatalytic activity under UV irradiation
Developing 1-D velocity model along Matano Fault Zone, Sulawesi, Indonesia
The Matano Fault, with a slip rate of ~ 20 mm/year, is the most active strike-slip fault in Sulawesi after the Palu-Koro Fault. As a result, this region exhibits a high level of seismicity. Unfortunately, a number of studies that have been conducted only involve a less dense network of stations and global velocity models. This study aims to obtain an optimum velocity model using the VELEST program, which reliably represents the actual condition of the study area. The data used in this study consists of hypocenter, origin times, and P-wave arrival times from earthquakes (Mw ≥ 3), each containing at least six clearly identified P-wave phases. These data were obtained from 317 events that occurred within the region bounded by 120.10°E – 122.20°E and 2.99°S – 1.66°S during the period from January 2022 to March 2025. To determine the optimum 1-D velocity model, four initial models were tested, namely Koulakov, Arimuko, Crust, and Bunaga. These models were evaluated based on RMS, the stability test of the updated velocity model, uncertainty assessment using bootstrap test, and their consistency with previous studies. The evaluation results indicate that the Arimuko Model is the most reliable, as it provides the lowest RMS value, stable hypocenter relocations (±6–7 km), bootstrap results showing narrow uncertainty intervals, and consistency with earlier studies that identified a low-velocity zone at depths of 0–3 km. The result of this study is expected to serve as a reference for earthquake relocation and seismicity analysis at the Matano Fault Zone
Tantangan Peran Notaris Dalam Proses Merger Konglomerat: PT Aplikasi Karya Anak Bangsa (Gojek) dan PT Tokopedia
Merger is a corporate legal action that combines two or more companies into one entity to increase efficiency, and business diversification. This research focuses on the conglomerate merger between PT Aplikasi Karya Anak Bangsa (Gojek) and PT Tokopedia, which formed a holding company called GoTo Group. The purpose of this study is to analyze the role of notaries in the stages of a conglomerate merger of public companies in accordance with applicable laws and regulations, such as the Limited Liability Company Law (UUPT) and POJK No. 74/POJK.04/2016. The research method used is normative juridical with an analytical descriptive approach. The results show that notaries have an important role in every stage of the GoTo conglomerate merger, starting from the preparation of the Merger Deed, changes to the Articles of Association, to the submission of documents to the Ministry of Law and Human Rights through the Legal Entity Administration System (SABH). In addition, the notary also ensured that the merger did not violate the principles of fair business competition in accordance with Law Number 5 Year 1999, and protected the rights of minority shareholders, creditors, and employees.Merger merupakan tindakan hukum korporasi yang menggabungkan dua atau lebih perusahaan menjadi satu entitas guna meningkatkan efisiensi, dan diversifikasi usaha. Penelitian ini berfokus pada merger konglomerasi antara PT Aplikasi Karya Anak Bangsa (Gojek) dan PT Tokopedia, yang membentuk perusahaan induk bernama Grup GoTo. Tujuan dari penelitian ini adalah menganalisis peran notaris dalam tahapan merger konglomerasi perusahaan terbuka sesuai dengan peraturan perundang-undangan yang berlaku, seperti Undang-Undang Perseroan Terbatas (UUPT) dan POJK No. 74/POJK.04/2016. Metode penelitian yang digunakan adalah yuridis normatif dengan pendekatan deskriptif analitis. Hasil penelitian menunjukkan bahwa notaris memiliki peran penting dalam setiap tahapan merger konglomerasi GoTo, mulai dari penyusunan Akta Penggabungan, perubahan Anggaran Dasar, hingga pengajuan dokumen ke Kementerian Hukum dan HAM melalui Sistem Administrasi Badan Hukum (SABH). Selain itu, notaris juga memastikan bahwa merger tidak melanggar prinsip persaingan usaha sehat sesuai Undang-Undang Nomor 5 Tahun 1999, serta melindungi hak-hak pemegang saham minoritas, kreditor, dan karyawan
Pengaruh Pembangunan Breakwater Terhadap Perubahan Garis Pantai Di Pantai Dadap Indramayu
Pantai Dadap merupakan salah satu wilayah di Kecamatan Juntinyuat, Kabupaten Indramayu yang mengalami kemunduran garis pantai yang menyebabkan kerusakan properti serta hilangnya lahan warga. Penanggulanan masalah ini maka Balai Besar Wilayah Sungai (BBWS) Cimanuk Cisanggarung membangun bangunan pengaman pantai berupa breakwater. Tujuan dari penelitian ini adalah untuk untuk mengetahui pengaruh pembangunan breakwater terhadap perubahan garis pantai di Pantai Dadap Indramayu. Periode waktu yaitu tahun 2020 hingga 2024 dari hasil interpretasi citra satelit Google Earth. Data yang digunakan yaitu data kelerengan pantai, ukuran butir sedimen, dan citra Google Earth. Pengolahan data sedimen dilakukan menggunakan metode buchanan. Data citra Google Earth di analisis untuk mendapatkan perubahan garis pantai tahun 2020 dan 2024 dan pengambilan garis pantai lapangan untuk tahun 2024. Hasil dari penelitian ini menunjukan pada tahun 2020 – 2022, Pantai Dadap lebih banyak terjadi abrasi dibandingkan terjadinya akresi. Luasan abrasi yang terjadi seluas 1,37 hektar dan luasan akresi seluas 0,52 hektar. Tahun 2022 – 2024, dinamika garis pantai cenderung stabil dengan terjadinya abrasi dan akresi dalam luasan yang lebih kecil. Luasan abrasi yang terjadi seluas 0,36 hektar dan luasan akresi seluas 0,29 hektar. Hal ini dikarenakan adanya penambahan panjang breakwater sehingga garis pantai lebih terlindungi dari terjangan arus dan gelombang secara langsung
Analisis Fluktuasi Muka Air Laut di Pesisir Kota Jakarta Kaitannya dengan Fluktuasi Muka Air Laut Global Tahun 2015-2023
Jakarta merupakan kota yang berlokasi di pesisir utara Jawa dengan luas wilayah 66,401 ha. Secara topografis, Jakarta terletak di dataran rendah dengan kemiringan berkisar 0-5 derajat. Jakarta termasuk wilayah landai yang kemungkinan besar akan terdampak langsung dari fluktuasi kenaikan permukaan air laut. Fluktuasi air laut merupakan masalah serius yang dialami negara-negara pesisir atau kepulauan di seluruh bumi termasuk Indonesia. Hal tersebut dapat mengganggu aktivitas pesisir sehingga perekonomian di Jakarta terganggu. Tujuan penelitian ini adalah untuk mengetahui besarnya fluktuasi tinggi permukaan laut di pesisir kota Jakarta kaitannya dengan fluktuasi tinggi muka air laut global. Penelitian ini menggunakan metode kuantitatif dengan menghitung laju peningkatan kenaikan fluktuasi permukaan laut melalui metode statistik regresi linier sederhana menggunakan Software Microsoft Excell. Hasil dari penelitian ini menunjukkan bahwa ada peningkatan permukaan laut di Kota Jakarta, yaitu berupa naiknya elevasi permukaan laut sebesar 0,1734 cm/bulan dengan fluktuasi permukaan laut yang meningkat signifikan, yaitu Jakarta sebesar 1,65 ± 0,34 cm/tahun, Lautoka sebesar 0,91 ± 0,33 cm/tahun, Honiara 1,56 ± 0,59 cm/tahun, dan Port Vila sebesar 1,91 ± 0,36 cm/tahun, secara umum merupakan peningkatan yang sangat tinggi dan secara signifikan lebih tinggi dibandingkan rata-rata global sekitar 3,6 mm/tahun
Analysis of Government Communication in Fulfillment of the Rights of Persons with Disabilities by the Indonesian Government during the COVID-19 Pandemic
Covid-19 is a disease outbreak that is contagious, and should be addressed together both from the government and the community. People with disabilities are one of the vulnerable groups which most affected by Covid-19. The problem that will be examined in this article is how is the Indonesian Government’s strategic communication efforts to fulfill the rights of persons with disabilities during the Covid-19 pandemic. This article uses a qualitative research approach method. This research seeks to explain the way how Indonesian Government’s communicate in order to fulfill the rights of persons with disabilities during pandemic. The results show that the Government of Indonesia has done a communication effort in guaranteeing the protection rights of persons with disabilities. The implementation of the policies that have been designed by the Government of Indonesia has not been carried out optimally
Analisis Risiko Kesehatan dan Keselamatan Kerja (K3) Menggunakan Metode JSA (Job Safety Analysis) Pada Pekerjaan Open Trench Proyek PCSP (Palembang City Sewerage Project) Paket B2 A di Perumahan Bari Kota Palembang
Pada pembangunan Jaringan SPALD-T Kota Palembang ini mencakup pekerjaan pemasangan pipa uPVC dengan diameter 100 dan 150 mm dan dilakukan dengan metode open trench kedalaman 1,5-2,5 m. Keselamatan dan Kesehatan Kerja (K3) memiliki peran penting dalam pencapaian tujuan proyek pembangunan PCSP (Palembang City Sewerage Project) dan pengendalian yang dilakukan dalam pelaksanaan proyek harus diiringi dengan penerapan Keselamatan dan Kesehatan Kerja yang senantiasa ditaati, agar risiko yang tidak diinginkan dapat diminimalkan. Sehingga diperlukan penyusunan Job Safety Analysis (JSA) untuk mengidentifikasi potensi bahaya, tingat risiko bahaya yang muncul, serta melakukan evaluasi terhadap langkah yang dibutuhkan untuk mengendalikan risiko. Metode yang diguknakan adalah observasi lapangan, wawancara serta dokumentasi pekerjaan. Langkah pertama yang dilakukan adalah mengkategorikan resiko, mengidentifikasi potensi bahaya dan menilai potensi bahaya. Dari analisa tersebut dapat diketahui pekerjaan yang memiliki peluang resiko awal yang tinggi dan mengetahui pengendalian yang dapat dilakukan untuk mencegah potensi bahaya untuk mengurangi peluang terjadinya risiko. Kata kunci: indentifikasi potensi bahaya, penilaian, pengendalian risiko, JS
Analisa Hasil Monitoring Instrumentasi Geoteknik Sebagai Keamanan Tubuh Bendungan Sadawarna
Bendungan Sadawarna terletak di Desa Sadawarna, Kecamatan Cibogo, Kabupaten Subang. Pada saat ini, Bendungan Sadawarna dalam proses pengisian sudah mencapai muka air waduk elevasi +76,35. Untuk mengetahui perilaku serta tingkat keamanan saat pengisian dilaksanakan hingga bendungan dioperasikan, maka dipasang alat pemantau berupa instrumentasi geoteknik. Instrumentasi yang dimonitoring seperti bagian fondasi dan tubuh bendungan, berupa alat pengukur tekanan air pori, pergerakan arah horizontal & vertikal, debit rembesan, gerak permukaan pada puncak dan hilir bendungan, serta fluktuasi muka air tanah di hilir bendungan. Dari hasil monitoring instrumentasi bendungan, kondisi alat instrumentasi geoteknik berfungsi dengan baik, namun kondisi bendungan pasca impounding hingga elevasi muka air +76,35 berada pada kondisi waspada. Kata kunci: bendungan, istrumentasi, geotekni