Article Per Year (5 Year)
p-Index From 2021 - 2026
5.599
P-Index
This Author published in this journals
All Journal JURNAL SIMETRIK Jurnal Penelitian Pendidikan IPA (JPPIPA) Jurnal Ilmiah Ecosystem Community Development Journal: Jurnal Pengabdian Masyarakat Indonesian Journal of Legality of Law TONGKONAN: Jurnal Pengabdian Masyarakat Jurnal Sosiologi Kontemporer Jurnal Penelitian Teknik Sipil Konsolidasi
Sariman, Syahrul
Universitas Bosowa, Makasar
Agriculture, Biological Sciences & Forestry Humanities Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Health Professions Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Physics Public Health Social Sciences

Published : 42 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 42 Documents
Search

 1   2   3   4   5 
PENERAPAN SISTEM AQUAPONIK BERBASIS ENERGI BARU TERBARUKAN SEBAGAI SARANA PEMBELAJARAN IPA DAN PRODUK KEWIRAUSAHAAN SEKOLAH Sariman, Syahrul; Fitriyah, . Tenri; Patandean, Agustinus Jarak; Swandi, Ahmad; Putri, Fina Melani
Community Development Journal : Jurnal Pengabdian Masyarakat Vol. 5 No. 5 (2024): Vol. 5 No. 5 Tahun 2024
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/cdj.v5i5.34778

Abstract

Penerapan sistem aquaponik berbasis energi baru terbarukan sebagai sarana pembelajaran IPA dan produk kewirausahaan sekolah merupakan upaya untuk mengintegrasikan konsep keberlanjutan dalam pendidikan dan pengembangan kewirausahaan di tingkat sekolah. PKM ini bertujuan untuk memperkenalkan dan menerapkan sistem aquaponik yang memanfaatkan energi baru terbarukan, seperti energi matahari dan energi angin, dalam lingkungan sekolah untuk mendukung proses pembelajaran ilmu pengetahuan alam (IPA) dan membangkitkan minat kewirausahaan di kalangan siswa. Hasil dari implementasi sistem aquaponik menunjukkan peningkatan pemahaman siswa terhadap konsep ekologi, hidroponik, dan akuakultur. Selain itu, penerapan energi terbarukan dalam sistem ini berhasil mengurangi konsumsi energi dari sumber non-terbarukan dan menambah nilai praktis dalam proses pembelajaran. PKM ini juga memberikan peluang bagi siswa untuk mengembangkan keterampilan kewirausahaan melalui pengelolaan dan pemasaran produk yang dihasilkan oleh sistem aquaponik. Secara keseluruhan, penerapan sistem aquaponik berbasis energi baru terbarukan tidak hanya memberikan manfaat dalam pembelajaran IPA tetapi juga menciptakan peluang kewirausahaan yang bermanfaat bagi siswa. PKM ini terbukti menghasilkan sistem aquaponik berbasis tenaga surya dengan kapasitas 630 net pot yang menjadi pusat pembelajaran IPA (kebun IPA) di SMAN 1 Pinrang. Selain itu, terjadi peningkatan pemahaman guru dan siswa berkaitan dengan budidaya aquaponik berbasis tenaga surya.
PENDAMPINGAN DAN TRANSFER TEKNOLOGI SISTEM PENYEDIAAN AIR BERSIH DAN PENGOLAHAN AIR LIMBAH DI UPT. SMK 5 TAKALAR Arwien, Rizki Trisnawaty; Irwandi, Andi; Sariman, Syahrul; Swandi, Ahmad; Sari, Juwita
Community Development Journal : Jurnal Pengabdian Masyarakat Vol. 5 No. 5 (2024): Vol. 5 No. 5 Tahun 2024
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/cdj.v5i5.34783

Abstract

Kegiatan Pengabdian Kepada Masyarakat (PKM) ini bertujuan untuk memberikan pendampingan dan transfer teknologi terkait sistem penyediaan air bersih dan pengolahan air limbah di UPT. SMK 5 Takalar. Masalah utama yang dihadapi sekolah ini adalah keterbatasan akses terhadap air bersih yang layak serta belum optimalnya pengolahan air limbah, yang dapat berdampak negatif terhadap kesehatan dan lingkungan sekitar. Pelaksanaan kegiatan mengikuti 5 tahapan yaitu Sosialisasi, Pelatihan, Penerapan teknologi,Pendampingan dan evaluasi, serta Keberlanjutan program. Pelatihan kepada pihak sekolah mengenai instalasi dan perawatan sistem penyediaan air bersih, serta metode pengolahan air limbah sederhana yang ramah lingkungan. Tim PKM juga memfasilitasi pemasangan alat-alat teknologi tepat guna yang efisien, hemat biaya, dan mudah dioperasikan. Hasil dari kegiatan ini adalah peningkatan pengetahuan dan keterampilan staf sekolah dalam pengelolaan air bersih dan air limbah, serta implementasi sistem penyediaan air yang lebih baik dan ramah lingkungan. Selain itu dihasilkannya air sesuai mutu air dengan kapasitas 45 liter per menit juga dihasilkan air layak konsumsi dengan kapasitas 1,3 liter per menit.
Design of Prototype of Solar Power Based Waste Water Treatment Plant Akrim, Djusdil; Swandi, Ahmad; Buraerah, Muhammad Fikruddin; Irwandi, Andi; Sariman, Syahrul; Hamsina
Jurnal Penelitian Pendidikan IPA Vol 10 No 6 (2024): June
Publisher : Postgraduate, University of Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/jppipa.v10i6.6895

Abstract

This research aims to find out an overview of the prototype solar power-based Waste Water Treatment Plant (WWTP), the component requirements of the PLTS system as an energy source for the WWTP, and level of efficiency in using solar power plants in IPAL operations. The type of research used is experimental research. Based on the research results a prototype solar power-based IPAL system has been produced with a capacity of 800 liters per hour or 11,200 liters per day (14 operational hours) with a Biotech/biofilter type modified by adding a water filter after the chloronization process. Besides of that, a source of electrical energy for all electrical components of the WWTP with a solar panel and battery capacity of 200 wattpeak and 100 Ah respectively. The efficiency level of the solar panels used reached 88.36% at 12.00 (very sunny weather conditions) with input power above output power in the range 09.00-16.00. With this efficiency, electrical energy can be stored to operate the WWTP at night.
Hubungan Beban Dan Lendutan Terhadap Balok Beton Bertulang Berongga Razak, Rismawati; Sariman, Syahrul; Yuniarto, Eka
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 3 No. 3 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, September 2025
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v3i3.3297

Abstract

When a beam structure is loaded, it is held in compression by concrete while the tension area is fully carried by reinforcing steel, so that the concrete cross-section in the tension section below the neutral line is not considered to be carrying the load. So in the concrete tension area filled with plastic bottles, in order to obtain a lighter structure, reduce the volume of concrete/cement and reduce environmental pollution. In this study used reinforced concrete beams with dimensions of 175 x 350 x 3200 mm. The test object consists of 3 (three) namely 1 normal beam and 2 hollow beams with the same length, namely 2640 mm and differentiated according to height, namely 120 mm (2 layers of bottles)-BR2 and 180 mm (3 layers of bottles)-BR3. The test results show that the load-deflection relationship is relatively the same. This shows that the voids in the pure bending moment area provide relatively the same stiffness as the normal beam stiffness. The crack patterns for all test results show that normal and hollow beams experience flexural failure.
Analisis Kuat Tekan Dan Kuat Lentur Beton Akibat Reduksi Semen Dengan Silicafume Dan Penggunaan Pasir Besi Dengan Zat Tambah Superplasticizer Kassa, Aryanto Kadang; Sariman, Syahrul; Yuniarto, Eka
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.4623

Abstract

The construction industry is currently facing several challenges, one of which is the increasing use of cement in large quantities which also has a negative impact on the environment. To overcome these challenges, one solution that can be applied is to reduce cement in the concrete mixture. Cement reduction can be done by using pozzolanic materials such as silica fume. In addition to silica fume, the use of iron sand can also be a good alternative to reduce the use of silica sand in the concrete mixture. In this study, a normal concrete compressive strength design of 25 MPa was used with the mixing method carried out by partial replacement of cement by silica fume by 10% accompanied by substitution of sand and iron sand of 10%, 20% and 30% respectively and the addition of 2% superplasticizer. This study shows that the addition of 2% superplasticizer can increase the compressive strength of concrete using iron sand material. The compressive strength of concrete using 10% iron sand is 25.57 MPa, for 20% it is 26.42 Mpa and for 30% it is 27.48 MPa. For flexural strength also experienced an increase of 10% by 4.53 MPa, 20% by 4.80 MPa and 30% by 5.00 MPa. This study shows that partial replacement of cement with silica fume and the use of iron sand to concrete as a whole causes an increase in compressive strength and flexural strength with the addition of 2% superplasticizer for all percentages.
Pengaruh Penambahan Pupuk Urea Dan Fly Ash Dengan Variasi Pemeraman Pada Tanah Lempung Terhadap Nilai Cbr Dan Permeabilitas Mahenra S, Ical; Sariman, Syahrul; Setiawan, Arman
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.4741

Abstract

Soil is the most important part to support a construction, one of which is clay soil which has a high moisture content so that the CBR of clay soil is low and causes a decrease in soil carrying capacity. This study aims to determine the effect of the addition of urea and fly ash fertilizers on the CBR value and permeability of clay soil. The percentages used in this study are Fly Ash 10% and Urea Fertilizer 10% and 20% plus variations in curing time, namely 7 and 14 days. According to AASHTO, soil is included in the A-7-5 category while according to USCS soil is included in the CH category. The maximum CBR value occurred at the addition of 10% Fly Ash + 20% Urea Fertilizer with 14 days of Curing with a CBR value of 23.89%.while the maximum Permeability Value occurred at the addition of 10% Fly Ash + 20% Urea Fertilizer with 14 days of Curing with a Coefficient value of 0.0151 cm/minute.
Analisis Penambahan Serbuk Batu Karang Dan Kapur Terhadap Nilai CBR Dan Permeabilitas Tanah Lempung Idhang, Andi Adil Batara; Sariman, Syahrul; Yuniarto, Eka
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.5000

Abstract

Clay is a type of soil that has a low bearing capacity, so it needs to be stabilized to improve its quality as a road foundation. This research aims to analyze the effect of the addition of coral powder and lime on the value of California Bearing Ratio (CBR) and permeability of clay soil. The research was conducted in the laboratory using a mixture variation of 5% coral powder and lime with variations of 5%, 10%, and 15%. Tests were carried out on soil mechanical properties, especially CBR and permeability tests. The results showed that the addition of coral stone powder and lime increased the CBR value and decreased the permeability coefficient of clay soil. The highest CBR value was obtained in a mixture of 5% coral powder and 15% lime, with a significant increase compared to the original soil. The novelty of this research lies in the use of coral powder as a soil stabilization material combined with lime, which proved effective in increasing the strength of clay soil. The results of this study can be applied to road construction projects in areas with less stable clay soil characteristics. from this study it is concluded that the combination of coral powder and lime can increase soil bearing capacity and decrease permeability, making it suitable for use in soil stabilization in infrastructure projects.
Pemilihan Konstruksi Penaggulangan Longsoran Atas Pada Ruas Jalan Poros Palopo - Bastem - Toraja Desa Bonglo, Kecamatan Bastem Utara Angela, Citra; Sariman, Syahrul; Yuniarto, Eka
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.5042

Abstract

The Palopo-Bastem-Toraja axis road that crosses mountainous and valley areas in North Bastem Sub-district has sandy loam soil conditions that tend to be unstable and prone to landslides. Field observations show that there are eight landslide-prone points along the Latuppa-Bastem road section, with a major landslide occurring in Bonglo Village on February 26, 2024. This landslide was triggered by high rainfall intensity, lack of road safety structures, and caused material losses and casualties. This research aims to analyze the physical properties of the soil at the landslide site as a basis for retaining wall planning. Soil testing in the laboratory showed the soil at location 1 point 1 clay mixed with sand (0 - 1 meter), point 2 silt mixed with gravel (2 - 10 meters), and at location 2 point 1 clay mixed with sand (0 - 3 meters), point 2 silt mixed with gravel (3 - 10 meters). Slope stability analysis using Bishop's method indicates a safety factor of 0.98 < 1.05, indicating the condition of the slope is unsafe. The retaining wall chosen in this research is the Cantilever Wall, after designing the dimensions of the retaining wall, by controlling the safety of overturning, shearing and bearing capacity. From the design results, the rolling FK is 4.487, the sliding FK is 2.812, and the bearing capacity is 3.089, which shows the safety figures required in the SNI geotechnical design requirements
Karakteristik Campuran Aspal HRS-WC Dengan Menggunakan Agregat Batu Gunung Kandora Dengan Variasi Agregat Halus Di Kabupaten Tana Toraja Mangontan, Michael; Sariman, Syahrul; Nurdin, Abdul Rahim
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.5063

Abstract

Hot Rolled Sheet (HRS) is one type of hot asphalt mixture consisting of a mixture of fine aggregate, coarse aggregate, filler, and asphalt. The results of the kandora mountain stone aggregate wear test are 26.78%, the combined specific gravity is 2.59. The design of the HRS-WC mixture uses graphical and analytical methods to obtain the aggregate composition of the HRS-WC asphalt mixture that meets the specifications, so that the optimum plan asphalt content (Pb) is 6.5%. 7%, 7.5%, 8%, 8.5% with KAO value of 7%. The number of test specimens was 30 samples using asphalt penetration 60-70. The results of conventional marshall testing research with Pb 7.5% are density 2.30, VIM 3.29%, VMA 17.53%, FVB 81.22%, stability 880.96 kg, flow 2.93, and marshall Quotient 302.60. Testing fine aggregate variation with KAO using 20% sand mixture obtained density 2.27, VIM 4.85%, VMA 18.41%, FVB 73.66%, stability 653.88kg, flow 3. 37, and marshall quotient 195.69, 50% sand mixture obtained density results 2.27, VIM 4.85%, VMA 18.41%, FVB 73.66%, stability 653.88kg, flow 3.37, and marshall quotient 195.69 The remaining marshall strength index test was obtained at 91.01%.  Based on the results of aggregate characteristics testing and Marshall testing, the Kandora Kandora Mountain stone meets the 2018 Bina Marga specifications for HRS-WCHot Rolled Sheet (HRS) mixtures are one type of hot asphalt mixture consisting of a mixture of fine aggregate, coarse aggregate, filler, and asphalt.
Pemanfaatan Batu Sungai Maiting Toraja Utara Pada Campuran Laston AC-BC Dengan Variasi Temperatur Pemadatan Sarira, Orion Yeheskel Samaa; Sariman, Syahrul; Nurdin, Abdul Rahim
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.5116

Abstract

Damage to highways in Indonesia is often caused by the inadequate quality of asphalt compaction, which does not conform to the optimum temperature during on-site construction. Asphalt compaction is highly dependent on temperature to ensure the mix achieves maximum density, which strengthens the durability and service life of the road. This study explores the use of Maiting River stones from North Toraja Regency as materials in asphalt concrete binder course (AC-BC) mixtures, aiming to determine the characteristics and feasibility of the material.The research methods include material sampling, aggregate characteristic testing, mix design planning, specimen preparation, conventional Marshall testing, determining the optimum asphalt content (OAC), compaction temperature variations, and Marshall Immersion testing.The results show that the aggregate characteristics of Maiting River stones from North Toraja Regency indicate that the AC-BC mixture with 60/70 penetration asphalt comprises 58.75% coarse aggregate, 36.99% fine aggregate, and 4.27% filler, resulting in a design asphalt content of 5%. In this study, the optimum asphalt content used was 5.50%, with compaction temperature variations of 150°C, 180°C, and 200°C. The test results show that the optimum compaction temperature for the asphalt mixture (AC-BC) is 150°C, achieving Stability of 1575.89%, Flow of 3.15%, FMA of 15.08%, VIM of 3.12%, VFB of 79.29%, and MQ of 499.94%. These values meet the standards specified in the 2018 Bina Marga specifications.
Co-Authors . Asmirah A. Rizal A. Rizal Abduh, M. Natsir Abduh, Muh Natsir Abeng, Christie Bongga Abriari, Devina Adum, Adum Agustinus Jarak Patandean Ahmad Swandi Akrim, Djusdil Alloto'dang, Hizkia Rial Angela, Citra Arief Wicaksono, Arief Arman Setiawan Arwien, Rizki Trisnawaty Aswanti, Rina Batara Surya, Batara Buraerah, Muh. Fikruddin Eka Yuniarto Fatia, Salsa Purmadani Fitriyah, . Tenri Fortuna, Anisa Feby Hamsina Herminawaty, Herminawaty Hijriah Hijriah Hijriah, Hijriah Idhang, Andi Adil Batara Irmawaty, Rita Irwandi, Andi Iskandar Iskandar juwita sari Kassa, Aryanto Kadang Lebang, Fauzy Mahenra S, Ical Mallawangeng, Thamrin Mangasik, Setiawan Anugerah Mangontan, Michael Marcelline, Aldo Melkior Lapu Rura Miftahul Jannah Muh. Fikruddin Buraerah Muhammad Naufal, Muhammad Nazaruddin, Nurhaliza Nganro, Zasqia Ainun Madjidah Nurdin, Abd. Rahim Nurdin, Abdul Rahim Pala'langan, Wiseldes Palmabas, Suardi Perkasa, Andy Satria Jaya Putri, Fina Melani Rasyidi, Emil Salim Ratnawati Ratnawati Razak, Rismawati Renaldi, Renaldi Z Ridwan Ridwan Ridwan, Ridwan Ronaldi, Ronaldi Saputrah, Yosrin Adi Sarira, Orion Yeheskel Samaa Suryani Syahrir Susetyo, Agus Hary Syafri, Syafri Syahrul, Syahlendra Tangnga, Alfaolan Kala' Tismi Dipalaya, Tismi Yauri, Ahmad Yunianti, Nur Hadijah Yusuf, A. Rumpang