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All Journal IPTEK: Jurnal Hasil Pengabdian kepada Masyarakat Jurnal Penelitian Teknik Sipil Konsolidasi
Badrun, Burhanuddin
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Peningkatan Pengetahuan Masyarakat tentang Lingkungan Hidup dan Hak Asasi Manusia Rumpang, Andi; Akrim, Djusdil; Pertiwi, Nurlita; Mullyani, Savitri Prasandi; Badrun, Burhanuddin
IPTEK: Jurnal Hasil Pengabdian kepada Masyarakat Vol 4, No 3 (2025): IPTEK: Jurnal Hasil Pengabdian kepada Masyarakat
Publisher : IPTEK: Jurnal Hasil Pengabdian kepada Masyarakat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26858/iptek.v4i3.71199

Abstract

Abstrak. Indonesia merupakan negara hukum yang mana di dalam negara hukum selalu ada pengakuan dan perlindungan terhadap hak asasi manusia. Hak asasi manusia terhadap lingkungan mengacu pada hubungan antara perlindungan lingkungan dan pemenuhan hak-hak dasar manusia. Selanjutnya, masyarakat atau komunitas berhak untuk ikut serta dalam pengambilan keputusan yang berhubungan dengan lingkungan yang dapat mempengaruhi kehidupan. Kegiatan edukasi ini bertujuan untuk meningaktkan pengetahuan masyarakat tentang lingkungan hidup dan hak asasi manusia. Kegitan ini menggunakan dua tahap yaitu pertama kegiatan edukasi melalui metode ceramah dan tahap kedua yaitu tanya jawab yang melibatkan sebanyak 60 orang yang merupakan anggota KPMP (Komando Pejuang Merah Putih) Tingkat kecamatan pada 14 Kecamatan di Kabupaten Maros. Hasil penelitian ini menunjukkan bahwa kegiatan edukasi ini efektif meningkatkan pengetauan masyarakat tentang lingkungan hidup dan hak asasi manusia. Dimana, para peserta telah memahami bahwa hak asasi manusia tidak hanya berfokus pada ekonomi dan social tetapi juga berhubungan dengan Kesehatan dan lingkungan sekitar. Selain itu, edukasi ini juga efektif sebagai pencerahan bagi anggota KPMP untuk disebarluaskan kepada masyarakat. Kata Kunci: Pengetahuan, Hak Asasi, Lingkungan Hidup
Pengaruh Sedimentasi Terhadap Debit Saluran Sekunder Parota Pada Jaringan Irigasi Sanrego Kabupaten Bone Alam, Syamsu; Yusuf, Andi Rumpang; Badrun, Burhanuddin
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 2 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i2.3126

Abstract

Sediment contained in the channel changes dimensions and can indirectly cause less optimum water flow. Sedimentation buildup in different waterways, field measurements were taken to determine the measured sediment volume and the capacity change in the Bpr.5-Bpr6 secondary channel caused by the influence of sediment. Data collection in the field was carried out in the parota secondary irrigation canal, which is located in the village of Sanrego, Kahu sub-district, Bone district. The data sources in this study are primary data obtained directly from field measurements and secondary data obtained from the literature. The volume of sedimentation in the secondary canal in the Sanrego irrigation network, Bone Regency is Bpr.5-Bpr6 is 707,903 m3, while the capacity of the secondary canal from the initial dimension of the canal with a cross-sectional area is 5.01 m2. After sedimentation, the cross-sectional area becomes 3,985 m2. with the initial discharge of the channel is 2.96 m3/sec. after sedimentation occurs, the channel discharge becomes 2.19 m3/sec.
Analisis Kebutuhan Air Irigasi Menggunakan Aplikasi Software Cropwat Daerah Irigasi Palioi Kindang Kabupaten Bulukumba Wiradinata, Nurdiansyah; Badrun, Burhanuddin; Cangara, Satriawati
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 2 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i2.3340

Abstract

The Palioi irrigation area, Bulukumba Regency, has a land area of 23.51 Ha with the main water source being the Bangsalayya Weir which is located in Borong Rappoa Bulukumba village, due to land conversion causing the irrigation channels in this area to be less than optimal. The aim of this research is to review Palioi's irrigation water needs. Calculations were carried out using the Cropwat software application version 8.0. This application is very helpful in managing data so that it produces data that can be used. The need for irrigation water starts from the beginning of April using a planting pattern for secondary crops, rice and secondary crops. The results of this research show that the existing irrigation water discharge is 4.41 m³/deck, with an irrigated land area of 23.51 Ha, whereas by using the Cropwat Software Application the irrigation water discharge is 3.84 m³/deck, with The area of land that is irrigated is 23.51 Ha. The results of this research show that with land conversion, the existing availability of irrigation water is still sufficient for irrigation water needs for DI Palioi
Analisis Sistem Irigasi Sawah Tadah Hujan di Kecamatan Tompobulu Kabupaten Bantaeng Yunita, Yunita; Yusuf, Andi Rumpang; Badrun, Burhanuddin
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 2 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i2.3394

Abstract

Irrigation is an effort to bring in water by making it buildings and channels to paddy fields or fields according to plant needs. Around 86% of national rice production comes from irrigated rice fields. The aim of this research is to determine the irrigation system for rainfed rice fields and sources of rainfall water for irrigation of rainfed rice fields in Tompobulu District, Bantaeng Regency. This research method uses a qualitative descriptive method, with data collection techniques, namely surveys and observations. The results of the analysis show that the Tompobulu District Irrigation Area uses a non-technical irrigation system where the irrigation network is usually managed independently by farmer groups by relying on rainfall in rice fields without permanent buildings. The irrigation area has an irrigation area of 557 ha. The source of irrigation for rainfed rice fields in Tompobulu District comes from rainfall that falls directly on the rice fields to be used as a source of irrigation water in the irrigation areas.
Perencanaan Model Drainase Berpori Untuk Meminimalisir Terjadinya Genangan Air Di Perumahan New Golden Hills Blok I Eryan, Enol; Yusuf, Andi Rumpang; Badrun, Burhanuddin
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 3 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, September 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i3.1627

Abstract

This study aims to obtain: (1) the dimensions of the drainage channel cross-section with the presence of pores, (2) the infiltration discharge with the presence of pores in the drainage, and (3) the flow discharge with the presence of pores in the drainage channel. This study took place in the New Golden Hills Housing Block I, which is located in the Manggala Village, Manggala District, Makassar City, South Sulawesi Province. Data collection techniques were carried out by direct observation, in managing data using descriptive qualitative methods, namely the method of calculation and elaboration of the results of processing field data from the location being reviewed. The results of research with the presence of pores as follows; with a distance of 2 meters between pores along the channel, it is proven that it can affect the flow rate, where before the pores, the flow rate is 1.0249 m3/second, and after the pores the flow is 1.0245 m3/second. Where the flow rate in the main channel 1 is 0.3610 m3/second, the infiltration discharge in the main channel 2 is 0.2995 m3/second, and the infiltration discharge in the main channel 3 is 0.3640 m3/second. However, with the presence of pores, it does not have much effect on the dimensions of the drainage channel.
Studi Pengendalian Banjir Sungai Balang Sikuyu Kabupaten Bantaeng Fadhila, Febrianty; Badrun, Burhanuddin; Yusuf , Rumpang
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 3 No. 2 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2025
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v3i2.4220

Abstract

Flooding is the process of river water overflowing onto land, which can lead to property damage and even loss of life. This study was conducted in Karatuang Village, Bantaeng Regency, aiming to analyze planned flood discharge and flood control for return periods of 2, 5, 10, 25, 50, and 100 years. The analysis used average rainfall data from two rainfall stations: Biangkeke and Pajujukang. Rainfall calculation applied the Log Pearson Type III and Gumbel methods, while frequency distribution suitability was tested with the Chi-Square and Kolmogorov-Smirnov tests. Based on the flood discharge analysis using the Nakayasu Synthetic Unit Hydrograph (HSS) method, results for each return period showed: 2 years at 51.84 m³/s, 5 years at 75.993 m³/s, 10 years at 91.184 m³/s, 25 years at 108.897 m³/s, 50 years at 124.613 m³/s, and 100 years at 138.745 m³/s. For a 2-hour duration, the calculated volume was 220,012 m³, while the check dam’s capacity of 24,750 m³ was insufficient for the 2-year return period. Thus, flood control measures include river normalization by widening and deepening the riverbed to increase capacity.
Analisis Pengaruh Perubahan Tata Guna Lahan Terhadap Debit Banjir Pada Wilayah Hilir DAS Saddang Kabupaten Pinrang Ocktaviani, Salsabila Nada; Badrun, Burhanuddin; Cangara, Satriawati
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 3 No. 2 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2025
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v3i2.4290

Abstract

The primary causes of watershed degradation are the loss of vegetation in permanent land/forests and the inappropriate use of land. Given the current condition of the Saddang River, it is highly susceptible to flooding, especially during periods of heavy rainfall. This situation is exacerbated by changes in land use. Flooding in the Saddang watershed occurs almost annually during the rainy season, particularly in the lower reaches encompassing the districts of Duampanua, Cempa, and Patampanua. This study aims to determine the impact of land use changes on flood discharge in the lower reaches of the Saddang watershed. The research employed a quantitative approach, utilizing daily rainfall data for hydrological analysis and land cover data for land use change analysis. The Mononobe method was used to calculate rainfall intensity, while the Nakayasu Synthetic Unit Hydrograph (SUH) method was applied to compute design flood discharge. The results revealed a 7.79% change in land use between 2012 and 2021. This change led to an increase in the surface runoff coefficient (C). Consequently, there was an 8.93% increase in flood discharge during the 2012-2021 period, attributed to the higher runoff coefficient resulting from land use changes.
Perencanaan Sistem Drainase Kawasan Bandar Udara Arung Palakka Kabupaten Bone Sulawesi Selatan Patunrangi, Muhammad Haekal; Yusuf, Andi Rumpang; Badrun, Burhanuddin
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 3 No. 2 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2025
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v3i2.4362

Abstract

Drainage system planning is essential for the Arung Palakka Airport area in Bone Regency. The geographic conditions exhibit varied weather patterns and inconsistent rainfall, posing a risk of water accumulation that could disrupt airport operations and impact the surrounding environment negatively. Thus, effective drainage planning requires analyzing the layout systematically. This study adopts a quantitative approach in both data collection and analysis. The objective is to propose a drainage system for the Arung Palakka Airport area and determine the appropriate dimensions for the primary channel structure that align with the runoff volume in this area. Findings from this study conclude that the Type A drainage scheme channels runoff from the runway, taxiway, and apron areas, while a retention pond collects runoff from both Type A and nearby areas. Calculations show that the primary drainage channel dimensions include a freeboard height (w) of 22.5 cm, a base width (b) of 60 cm, and a wetted height (h) of 75 cm, ensuring adequate drainage capacity.
Analisis Perencanaan Biaya Konstruksi Jalan Rigid Pevement Ruas Jalan Poros Singki’ Alang-Alang Kab.Toraja Utara Pago, Marthen; Badrun, Burhanuddin; Yunus, Ahmad Yauri
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 1 No. 3 (2023): Jurnal Penelitian Teknik Sipil Konsolidasi, September 2023
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v1i3.1576

Abstract

The purpose of this study is to know the costs needed for rigid pavement construction, and to find out the capacity of the road How much Singki – Alang-alang road capacity according to The Bina Marga Rigid Pavement Planning 2017. Calculation of construction costs based on data from the Bina Marga Office of South Sulawesi Province in the form of work volume, unit price analysis and plan drawings. From hasi cost analysis shows that rigid pavement construction costs Rp 7,295,591,000.-.
Studi Perencanaan Pipa Penstock Pada Pembangunan PLTA Poso Alhabsyi, Alawiyah Chaerunisa; Badrun, Burhanuddin; Yusuf, Andi Rumpang
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 1 No. 3 (2023): Jurnal Penelitian Teknik Sipil Konsolidasi, September 2023
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v1i3.3014

Abstract

Development of water through the construction of dams where development has a goal to improve the quality of all aspects of people's lives, namely social, cultural and economic aspects in order to realize social welfare. The implementation of a dam construction project that requires more expertise to complete the final work, always requires a project completion time and that has been specified in the work contract. The active role of management is one of the main keys to the success of project management in achieving targets in terms of cost, quality and time. In the construction of this dam requires an implementation method which includes: preparatory work (land clearing and stripping, mobilization, work roads, making board directors, and project nameplates, building facilities and infrastructure for office buildings, workshop warehouses, and providing clean water and lighting, and connecting roads from the highway to the project site.), construction of evasion channels, excavation of soil and used to make upstream and downstream cofferdams. The Poso River that flows from Lake Poso to generate electricity With an average discharge of 148 m3 per second, its energy potential is enormous. PT Poso Energy has 3 concessions for hydroelectric power plants on the river with a total of 600 MW
Co-Authors Akrim, Djusdil Alhabsyi, Alawiyah Chaerunisa Andi Rumpang Yusuf Anna, Natalia Arman Setiawan Cangara, Satriawati Eryan, Enol Fadhila, Febrianty Harianto, Dwi Yuli Jayanti, Nadya Eka Kurniadi, Arlan Maulina, Anandha Muhammad Syarif, Muhammad Mullyani, Savitri Prasandi Muyassar, Muhammad Nurlita pertiwi, Nurlita Ocktaviani, Salsabila Nada Pago, Marthen Patunrangi, Muhammad Haekal Romdhani, Sulthon Kharomaeni SYAMSU ALAM Wiradinata, Nurdiansyah Yunita Yunita Yunus, Ahmad Yauri Yusuf , Rumpang