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Teknologi pemanfaatan limbah abu sekam padi menjadi paving blok Yusuf, Andi Rumpang; Hijriah, Hijriah
DEDIKASI Vol 21, No 2 (2019): Jurnal Dedikasi
Publisher : Universitas Negeri Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26858/dedikasi.v21i2.11484

Abstract

Sidenreng Rappang districts is one of the rice producing centers in South Sulawesi. Along with the increasing amount of rice production, the waste produced by the production process also increases. Rice husk is a waste from the rice milling industry. Rice husk ash has very high pozzolanic activity so that it has the potential to be used as a substitute material or as a cement additive in a mixture of building materials such as paving blocks. Paving blocks are widely applied for road pavement, such as sidewalks, parking areas, residential streets, harbor areas, parks and others. Through the Community Partnership Program (PKM) efforts will be made to empower the community by involving farmer groups and youth youth groups in Kab. Sidrap in order to improve the economic life of the community. Communities are taught appropriate technology in making paving blocks through the use of press machines to produce paving made from raw rice husk ash which is expected to replace paving blocks from a mixture of cement and sand.
GAMBARAN KELEMBAGAAN MASYARAKAT DALAM PENGELOLAAN IRIGASI DI KABUPATEN BANTAENG Burhanuddin Badrun; Andi Rumpang Yusuf
UNM Environmental Journals Vol 5, No 3 (2022): Agustus
Publisher : Pascasarjana Universitas Negeri Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26858/uej.v5i3.41690

Abstract

This study aims to find out the role of institutions in irrigation management. The type of research used is quantitative with a descriptive and correlational approach. The population in this study were all farmers in the irrigation area of Layoa Village, Bantaeng Regency. The sampling technique used purposive sampling in order to obtain 200 samples. Based on the results of the study it was found that the institutionalization of farmers in managing irrigation canals in Layoa Village, Bantaeng Regency was in the very high category. These results indicate that WUA's organizational ability in managing irrigation assets will result in a good understanding of farmers on how to distribute water. Furthermore, P3A organizations are also very concerned about the protection and implementation of irrigation systems that will reduce the risk of farmers' complaints about irrigation water regulations.
Analisis Kehilangan Air Pada Saluran Sekunder Lonrong : Studi Kasus Daerah Irigasi Bendung Bissua Kabupaten Gowa Riswan Riswan; Burhanuddin Badrun; A. Rumpang Yusuf
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 1 No. 1 (2023): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2023
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Analysis of water loss in the lonrong secondary channel in the irrigation area of the Bissua weir, Gowa Regency, was guided by Burhanuddin Badrun and A. Rumpang Yusuf . The existing irrigation system in the Bissua Dam area began to be built in 2001 and completed in 2004 which is located in Towata Village, North Polongbangkeng District, Takalar Regency, South Sulawesi .This study is to analyze the efficiency and water loss in the Lonrong Secondary irrigation network, Takalar Regency. The study was conducted on a secondary channel. Efficiency and water loss were analyzed using the Inflow – Outflow method. The data used in this analysis is primary data in the form of flow velocity data with a current meter for secondary channels. The flow velocity obtained according to measurements in the upstream secondary is on average 0.37 m/s, while for the downstream the average is 0.167 m/s. For the upstream discharge it is 39,555 m3 / second and for the downstream it is 32,461 m3 / second. The overall water loss in the secondary irrigation network is 7,094 m 3 /second on average
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 Kehilangan Energi Pada Pipa PVC Akibat Belokan Dan Perubahan Penampang Ramdan, Ramdan; Yusuf, Andi Rumpang; 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.v2i2.3152

Abstract

Water is a very important need for life on earth, especially living things such as humans, plants, animals and others. To meet these water needs, humans make various efforts to get it. Energy loss is a factor that affects the capacity of pipes as a means of conducting the flow of both water and oil. Energy loss leads to a reduction in flow discharge. Energy loss is caused by several factors including the roughness of pipe walls. In general, in a pipeline installation, two types of energy loss are known, namely energy loss due to friction and energy loss due to changes in miners and other accessories. From the test results, the largest energy loss occurred in the 3/4 pipe (P1 and P2) inch of 0.0092 m, also having a large flow speed of 0.579 m / second. The cause of the large energy loss due to friction between fluid and pipe walls or called major losses (hf) in normal pipes is greater than pipe cross-sectional changes and pipe bend resistance. Meanwhile, the flow speed in a normal pipe with a diameter of 2 inches has a flow speed of 0.080 m / s and an energy loss of 0.0000657 m and a flow speed in a normal pipe with a diameter of 3/4 inch has a flow speed of 0.571 m / s and an energy loss of 0.0033 m.
Perencanaan Saluran Sekunder Laliseng Kecamatan Keera Kabupaten Wajo Rifaldi, Zainal; Yusuf, Andi Rumpang; Syahrir, Suryani
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.v2i2.3175

Abstract

Irrigation system in paddy fields in Laliseng Village. distribute water to agricultural land by using gravity or allowing water to flow by itself in the field. This is considered ineffective because the channel used is only made simple without careful planning, this causes the water to flow more than the desired debit. And because this simple channel is unable to accommodate rainwater discharge, so that when it rains with high intensity the water can flow to the land instead of the channel it should be.Therefore it is necessary to analyze rainfall and channel discharge, to determine the design of irrigation canals that are in accordance with the planned flood discharge so that irrigation canals can work optimally. In conducting the research, primary data is collected in the form of channel dimensions and secondary data in the form of rainfall data and irrigation maps. The research results obtained trapezoidal channel dimensions with a channel width (b) of 1.4 m and a depth (h) of 0.60 m and accommodates a discharge channel of 1,166 m3/s.
Tinjauan Efektivitas Kanal Sinrijala Pada Jalan Sukaria dalam Pengendalian Banjir Kota Makassar Sardinar, Tyas Maulida; Yusuf, Andi Rumpang; 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.v2i2.3277

Abstract

Flooding is a seasonal threat that occurs when water overflows from existing channels and inundates the surrounding area. Floods are the most frequent and most detrimental natural threat. Sinrijala Canal is a channel that drains water from the Pettarani region to the sea through the Pannampu Canal with a length of 2.36 km. The canal serves as an urban drainage and as the main base for flood control. The method used in this study is quantitative method. This research method can be done by collecting data and processing data so as to produce data that can solve research problems. Sinrijala's current drainage condition does have several problems, especially in the physical building. The flatness of the channel base and the reduced carrying capacity of the channel are caused by sedimentation. Therefore, handling is needed in the form of normalization activities in the form of dredging regularly and periodically. The channel discharge in the Sinrijala Canal is smaller than the puddle discharge so that the capacity of the canal drainage channel cannot drain or accommodate the amount of inundation in rainy conditions so that there is an overflow of 313.31 m3 / second. Sinrijala canals are declared ineffective for flood control because the flood discharge exceeds the discharge capacity that can be accommodated by the canal channel.
Analisis Pengendalian Banjir DAS Kasiping Kota Bantaeng Sulawesi Selatan Anggraeny, Nur Syifa; Yusuf, Andi Rumpang; 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.v2i2.3304

Abstract

Flooding is a situation where an area is inundated by water, which causes significant losses both morally and materially. This research was carried out in Bantaeng City, Bonto Tiro village, precisely in the Kasiping watershed, with the aim of analyzing the amount of rainfall and flood discharge for return periods of 25, 50 and 100 years as well as analyzing flood control methods. In planning regional average rainfall using the algebraic average method then calculating the planned rainfall using the log pearson type III method and the gumbel method. To strengthen the distribution selection, the Chi-square test and the Smirnov Kolmogorof test were used, then an analysis of the planned flood discharge was carried out using the HSS Nakayasu method. Based on calculations, the flood discharge for the 25 year return period (Q25) is 46.75 m3/sec, the 50 year return period (Q50) is 56.51 m3/sec, the 100 year return period (Q100) is 67.74 m3/sec. To overcome flood problems, one of the flood control methods used is the construction of a check dam upstream with a storage volume of 269,340 m3.
Analisis Kebutuhan dan Ketersediaan Air Bersih Kelurahan Lakkang Kota Makassar Riosetiawan, Andi Ahmad; Syahrir, Suryani; Yusuf, Andi Rumpang
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.v2i2.3364

Abstract

Clean water is a natural resource that is very important and vital for human life. By providing good clean water, it will support the improvement of people's health and welfare. The aim of this research is to analyze the total need and availability of clean water as well as reservoir capacity requirements. This research was conducted in Lakkang Village, Makassar City. In this research, the method used is quantitative descriptive, a study to determine the need for clean water, as well as reviewing the availability of water sources and the required reservoir capacity. Data analysis includes predictions of population, predictions of increase in PDAM customers as well as predictions of reservoir capacity. The results of the analysis state that the total need for clean water is 0,2434 liters/person/second and the availability of clean water is 1300 liters/second and the required reservoir capacity is 5,05 m3, which is smaller than the current capacity of 8 m3. The need and availability of clean water is still sufficient and reservoir capacity is still adequate in Lakkang Village, Makassar City until 2027.