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All Journal Jurnal Presipitasi : Media Komunikasi dan Pengembangan Teknik Lingkungan UNM Environmental Journals Jurnal Dedikasi Urban and Regional Studies Journal IPTEK: Jurnal Hasil Pengabdian kepada Masyarakat Jurnal Penelitian Teknik Sipil Konsolidasi Journal of Environment Behavior and Engineering
Andi Rumpang Yusuf
Universitas Bosowa
Agriculture, Biological Sciences & Forestry Arts Humanities Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Engineering Environmental Science Health Professions Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Public Health Social Sciences Transportation Other

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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.
Strategi Kebijakan Pengelolaan Danau Tempe sebagai Sumber Air Bersih Masyarakat di Kabupaten Wajo Yusuf, Andi Rumpang; Cangara, Satriawati; Akrim, Djusdil; Prasanti, Savitri; Syahrir, Suryani
JEBE: Journal of Environment Behavior and Engineering Vol. 1 No. 1 (2023): Journal of Environment Behavior and Engineering, Juni 2023
Publisher : Program Studi Teknik Lingkungan Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jebe.v1i1.2136

Abstract

Danau Tempe sebagai salah satu sumber daya air di Indonesia memiliki permasalahan genangan permanen di kawasan permukiman. Masalah ini membatasi akses masyarakat terhadap sumber air bersih. Kajian ini mengkaji keterbatasan akses masyarakat terhadap air bersih di sekitar Danau Tempe dan strategi pengelolaan Danau Tempe sebagai sumber air bersih bagi masyarakat. Metode penelitian yang digunakan adalah deskriptif kuantitatif dengan pendekatan survey. Metode statistik deskriptif menggambarkan kondisi akses air masyarakat dan metode Analytical Hierarchy Process. Hasil penelitian menunjukkan bahwa akses air masyarakat sangat rendah sesuai dengan tiga indikator yaitu kualitas sumber air, lokasi sumber air bersih dan keberlanjutan ketersediaan air bersih. Hasil analisis strategi pengelolaan danau tempe sebagai sumber air bersih menunjukkan bahwa peran pemerintah lebih penting dibandingkan dengan lembaga swasta dan lembaga masyarakat. Strategi utama dalam pengelolaan air bersih adalah penyediaan pengolahan air secara komunal yang didukung oleh peran serta masyarakat. Lake Tempe as one of the water resources in Indonesia has permanent puddle problems in settlement area. This problem limits public access to clean water sources. This study reviews the society’s limited access of clean water around Lake Tempe and the management strategy of Lake Tempe as a source of clean water for the society. The research method is descriptive quantitative with survey approach. Descriptive statistical methods describe the condition of the society water access and the method of Analytical Hierarchy Process. The results showed that society water access was very low in accordance with the three indicators, namely the quality of water sources, the location of the source of clean water and the sustainability of the clean water availability. The analysis result of tempe lake management strategy as a source of clean water showed that government plays an important role compared with private institutions and society institutions. The main strategy in clean water management is the provision of communal water treatment supported by participation of the society
Ekowisata Berbasis Konservasi sebagai Alternatif Sumber Pendapatan Warga Pasca Pandemi di Bulli-Bulli, Desa Baruga, Kecamatan Bantimurung, Kabupaten Maros, Sulawesi Selatan Yusuf, Andi Rumpang; Prasandi, Savitri; Akrim, Djusdil
JEBE: Journal of Environment Behavior and Engineering Vol. 1 No. 1 (2023): Journal of Environment Behavior and Engineering, Juni 2023
Publisher : Program Studi Teknik Lingkungan Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jebe.v1i1.2139

Abstract

Lingkungan alam sebagai tempat penyedia sumber daya dan kebutuhan pokok hidup manusia, lingkungan sosial sebagai wahana berinteraksi dengan sesama orang lain dan lingkungan budaya sebagai wahana dalam menampung cipta dan karsa manusia perlu dijaga dan dilestarikan untuk keberlangsungan masyarakat kita baik masyarakat lokal, masyarakat regional maupun masyarakat global. Masalahnya kemudian selama pasca pandemi kecenderungan pemulihan ekonomi warga sangat sulit untuk bangkit kembali. Akibat ketergantungan terhadap sumber pendapatan yang bersifat konvesional Penelitian ini membahas tentang ekowisata berbasis konservasi sebagai alternatif sumber pendapatan warga pasca pandemi di Bulli-Bulli, Desa Baruga, Kec. Bantimurung, Kab. Maros, Sulawesi Selatan. Metode penelitian yang digunakan adalah deskriptif kuantitatif dengan pendekatan survey. Hasilnya menunjukkan bahwa masyarakat memberi respons positif dan memiliki keinginan untuk berubah sepanjang ada pendampingan dari pihak lain yang sifatnya berkelanjutan The natural environment as a place to provide resources and the basic needs of human life, the social environment as a vehicle for interaction with other people and the cultural environment as a vehicle for accommodating human creativity and initiative needs to be maintained and preserved for the sustainability of our society, whether local, regional or global. . The problem is that during the post-pandemic period, it was very difficult for residents to recover. As a result of dependence on conventional sources of income This research discusses conservation-based ecotourism as an alternative source of income for post-pandemic residents in Bulli-Bulli, Baruga Village, Kec. Bantimurung, Kab. Mars, South Sulawesi. The research method used is descriptive quantitative survey approach. The results show that the community responds positively and has a desire to change as long as there is assistance from other parties that is sustainable
Analisis Kuat Tekan Dan Kuat Lentur Beton Yang Menggunakan Serat Abaca Randan, Yurike; Setiawan, Arman; Yusuf, Andi Rumpang
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.v2i3.1599

Abstract

Currently, various very rapid developments occur in the world of construction. One example is the development of concrete technology. Concrete is the result of technological engineering, concrete is produced from a mixture of cement, fine aggregate (sand), coarse aggregate (gravel), and water. Concrete is also usually added with certain materials to support the quality of the concrete. In this study, abaca fiber was used as an additive in the concrete mixture. The purpose of this study was to obtain the effect of adding abaca fiber by 0.5%, 0.75%, 1%, 2.72%, 4.08% and 5.44% on the weight of cement. Samples of test specimens were made of 50 samples, 20 samples of normal concrete and 30 samples of variation concrete. Treatment of the test object is done by soaking the concrete for 28 days. The compressive strength and flexural strength of concrete were tested when the age of the specimen reached 28 days. The results of this test indicate that the 0.5% variation of concrete has a compressive strength of 29.23 Mpa and a flexural strength of 5.33 Mpa. This shows that the addition of abaca fiber produces higher compressive and flexural strength values than normal concrete.
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.
Tinjauan Kebutuhan Air Irigasi DI. Pamukkulu Kab. Takalar Nugraha, Muhammad Agung; Yusuf, Andi Rumpang; Cangara, Satriawati
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.v2i3.3019

Abstract

The Pamukkulu irrigation area is located in Kab. Takalar with an area of 6005.9 ha where the main water source comes from the Pamukkulu river basin by taking irrigation water from the Pamukkulu Weir, Cakura Weir and Jenemarung Weir. This study aims to analyze the availability of water using reliable discharge (Q80%) using rainfall data using the FJ.Mock method, and to analyze irrigation water requirements in the Pamukkulu irrigation area. The results of the analysis obtained the amount of reliable discharge (Q80%) of 524,06 m3/s with an average reliable discharge of 21,84 m3/s. Meanwhile, the water demand in the Pamukkulu irrigation area is 82,33 m3/sec with an average irrigation water requirement of 3,43 m3/sec. Based on the results of the calculation of the availability of irrigation water to meet the needs of irrigation water, it was concluded that there was a surplus/excess water in meeting the needs of irrigation water in the Pamukkulu irrigation area.
Analisis Kebutuhan Dan Ketersediaan Air Irigasi Di Kalukku Dengan Metode FJ Mock Afdal, Muhammad Wahid; Yusuf, Andi Rumpang; Cangara, Satriawati
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.v2i3.3336

Abstract

Water requirements in irrigation are very variable depending on land conditions and management. This research aims to determine the mainstay discharge in the watershed and water availability to meet water needs in Kalukku, Mamuju district. These needs include evaporation, plant needs, and water loss. Therefore, it is planned to determine the amount of reliable discharge that can be relied upon for water availability in the Kalukku watershed and the value of raw water availability in meeting water needs in irrigation areas in Kalukku. The aim of this research is to determine the amount of reliable discharge that can be relied upon for water availability in the Kalukku watershed and to determine the value of raw water availability in meeting water needs in irrigation areas in Kalukku. This research focuses on the irrigation area of the Kalukku River through the wide Kalukku Dam. The research results show that the mainstay discharge (Q80) of rainfall is 21.96 m3/sec, Q50 is 39.00 m3/sec, and Q20 is 60.06 m3/sec. The availability of irrigation water in D.I Kalukku is sufficient to meet the needs of rice plants in three growing seasons. There is a water surplus in MT1 and adequate supply in MT2 and MT3. This shows that D.I Kalukku has sufficient water supply for rice farming in that planting season. The availability of irrigation water is 128.9 m3/sec while the irrigation requirement is 17.7 m3/sec. This shows that there is enough water available to meet the needs of plants in MT3.
Analisis Pengendalian Banjir pada Wilayah Kelurahan Takkalasi Kabupaten Barru Ishak, Wanda Mey Fasthika; Yusuf, Andi Rumpang; 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.v3i2.4222

Abstract

Flooding is the most frequent natural disaster in Indonesia. It is defined as a condition in which a region is submerged by a large volume of water due to high rainfall. Takkalasi Village, through which the Takkalasi River flows, is considered a flood-prone area. Given the recurring floods, a comprehensive study is needed to find solutions. This research was conducted in Barru Regency, specifically in the Takkalasi River, aiming to analyze rainfall intensity and flood discharge for 25, 50, and 100-year return periods, as well as flood control methods. The planned flood discharge was analyzed using the Nakayasu Synthetic Unit Hydrograph (HSS) method, yielding 25-year (Q25) discharge at 77.22 m³/s, 50-year (Q50) at 78.64 m³/s, and 100-year (Q100) at 79.97 m³/s. Analysis showed river overflow at 67.888 m³/s, indicating that when both high tides and continuous rainfall for up to 7 hours occur, flooding affects the Takkalasi area. To mitigate this, the construction of two water gates along the Takkalasi River is necessary to prevent overflow during such events.
Penggunaan Larutan Soil Stabiliser Dan Semen Terhadap Nilai CBR Tanah Lempung Jalan Poros Maros Camba Sultan, Arsy Fakroh Ibnu; Yusuf, Andi Rumpang; 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.v3i2.4329

Abstract

Currently, soil stabilization is being developed using environmentally friendly chemicals. This material is called Soil Stabilizer Solution. This research aims to analyze the characteristic and mechanical properties of soil and analyze the effect of adding soil stabilizer solution and cement on CBR values. Soil plays an important role as a supporting foundation. So from the mixing method applied to mechanical measurements on real soil, the compaction measurement uses 5 soil samples of 100% of 2kg weight without cement and SS solution, as well as the addition of 1.5% SS solution with a fixed composition using 100% soil without cement, and with the addition of 1.5% SS solution plus 4%, 6%, 8% PCC cement which reduces the soil so that the soil used is 96%, 94% and 92% of the total weight of the soil. For CBR, 3 original soil samples are used and the composition of each variation the same, with a sample weight of 5kg, the CBR value of the Original Soil is 10.22% while the increase in adding 1.5% SS Solution + 0% Cement is 18.70%, as well as the increase in adding 1.5% SS Solution + 4 %,6%,8%, experiencing an increase respectively, namely 26.85%, 31.71% and 44.79%, the use of SS solution and PCC cement for soil stabilization can increase the CBR value in the bearing capacity of clay soil.
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.
Co-Authors Abdurrachman Rahim Afdal, Muhammad Wahid Ahmad Swandi Akrim, Djusdil Alhabsyi, Alawiyah Chaerunisa Andi Zulfikar Syaiful Anggraeny, Nur Syifa Anna, Natalia Arman Setiawan Badrun, Burhanuddin Burhanuddin Badrun Burhanuddin Badrun Cangara, Iin Fitrianty Suaib Cangara, Satriawati Eka Yuniarto Eryan, Enol Firmiaty, Sri Harianto, Dwi Yuli Hijriah Hijriah Irfan, Achmad Ishak, Wanda Mey Fasthika Joni, Yafettt Lutfian, Muhammad Alif Maulina, Anandha Muh. Fikruddin Buraerah Muhammad Agung Nugraha Muhammad Syarif, Muhammad Muyassar, Muhammad Nurdin, Abd. Rahim Nurlita pertiwi, Nurlita Patunrangi, Muhammad Haekal Poetry, Seren Adelia Prasanti, Savitri Ramdan, Ramdan Randan, Yurike Rande, Hasniar Ambo Rifaldi, Zainal Riosetiawan, Andi Ahmad Riswan Riswan Romdhani, Sulthon Kharomaeni Sardinar, Tyas Maulida Sultan, Arsy Fakroh Ibnu Suryani Syahrir SYAMSU ALAM Utami, Indah Suci Yunita Yunita