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All Journal Jurnal Penelitian Teknik Sipil Konsolidasi
Burhanuddin Badrun
Program Studi Teknik Sipil, Fakultas Teknik, Universitas Bosowa
Civil Engineering, Building, Construction & Architecture Engineering Materials Science & Nanotechnology

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Analisis Stabilitas Bendung Kalukku Kabupaten Mamuju GoldyAwan J. Moily; Burhanuddin Badrun; Andi Rumpang Yusuf
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.v4i1.4361

Abstract

A weir is a water structure with equipment built across a river. Weirs are designed to meet stability requirements, to guarantee the service life of the weir and its ability to raise the water level. Weir stability consists of stability against overturning, stability against soil bearing capacity, stability against shear forces, and eccentricity of loading. The problem formulation is the security value of the stability of the Kalukku Bnedung under normal conditions and river flooding. The aim of this research is an analytical study of the safety value of the Kalukku Dam under normal conditions and river flooding. The research method uses a survei method through literature study, collecting primary data, secondary data, rainfall analysis, and measuring weir stability. The dimensions of the Kalukku weir are 105 meters wide and the overall width of the weir is 111 meters. The research results show that stability against overturning (sf = 4.20 > 1.5) is safe, stability against sliding (sf = 1.99 > 1.50) is safe, the eccentricity of the load that occurs (e = 0.79 m < 4.21 m), the bearing capacity of the soil or the soil stress that occurs (omax = 22.61 tons/m2 > 1.37 t/m2), (omin = 10.28 tons/m2 > 0.63 t/m2). Stability value in flood water conditions, stability against overturning (sf = 3.9 > 1.25) which is safe, stability against sliding (sf = 1.50 > 1.2) which is safe, eccentricity of the load that occurs (e = 0.87 m < 2.10 m), soil bearing capacity or the soil tension that occurs (omax=13.56 tons/m2 > 1.41 t/m2), (omin= 5.61 tons/m2 > 0.59 t/m2).
Perencanaan Daya Tampung Bendungan Budong - Budong Kabupaten Mamuju Tengah Mohammad Noer Akbar Sabri; Burhanuddin Badrun; Andi Rumpang Yusuf
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.v4i1.4364

Abstract

Dam construction is very necessary for irrigation, raw water supply and flood control, the main requirement for its construction is its stability. If stability is not met, it will trigger dam safety problems such as leaks, seepage, landslides, erosion and cracks. So, it is necessary to plan capacity by measuring the elevation, area and volume of several layers by involving literature studies, determining data requirements, providing administrative requirements, data collection from related agencies, and site surveys as an illustration of field conditions. The data is processed to obtain cumulative volume and presented in a table. Analysis of the water capacity of the Budong- budong dam in Central Mamuju Regency, West Sulawesi Province, is important in planning and managing water resources. The results of this research indicate that the Budong - Budong dam was built with a storage capacity of 57,284,568 m3 at an elevation of 70+. The dam was built using a type of rock fill dam with a clay core, due to the availability of sufficient rock material around the dam location.
Dampak Pembangunan Instalasi Pengolahan Air Limbah Losari di Kota Makassar Muh Nur Alfaridzi; Burhanuddin Badrun; Suryani Syahrir
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.v4i1.4906

Abstract

Wastewater Treatment Plant is a structure designed to remove biological and chemical waste from water so that the water is not harmful and can be reused in other activities. So the impact of the construction of the Losari Wastewater Treatment Plant for the surrounding community needs to be known and how effective the use of Moving Bed Biofilm Reactor technology is in processing liquid waste into clean water. This study uses a descriptive research type with a quantitative approach by collecting primary and secondary data taken directly in the field and related agencies. The methods in this study include conducting observations, interviews. However, in this study only two sub-districts were studied, namely Tamalate and Ujung Pandang Districts. So from the results of interviews with agencies and residents affected in the two sub-districts, it shows that the impact of the construction of wastewater treatment plants can reduce the risk of spreading disease and is also able to change household wastewater, bathroom waste, kitchen waste and waste from restaurants into clean water, namely for watering plants around the Losari IPAL area and is suitable for disposal in canals/channels. The results of wastewater processing using Moving Bed Biofilm Reactor technology show quite effective results, namely reducing pH between 6-9 = 7, BOD = from 20 to 4, TSS = from 18 to 12, Ammonia = from 0.53 to 0.24 ppm.
Analisis Pengendalian Banjir Pada Wilayah Desa Kupa Kabupaten Barru Fachrezy Putra F; Andi Rumpang Yusuf; Burhanuddin Badrun
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.v4i1.4996

Abstract

Flooding is a natural disaster event that occurs when excessive water flow inundates the land. In Barru Regency, Kupa Village is a coastal area that includes an area prone to flooding. Flooding in Kupa Village greatly affects traffic where when flooding traffic on the Makassar - Pare-pare axis road is jammed even making cars or motorbikes can break down in the middle of a high puddle, therefore flooding in Kupa Village needs to be studied to find solutions to overcome it. This research was conducted in Kupa Village with the aim of analyzing the amount of rainfall and flood discharge for the return period of 25, 50 and 100 years and analyzing flood control methods. Furthermore, the plan flood discharge analysis was carried out using the HSS Nakayasu method, based on the calculation obtained the 25-year return period flood discharge (Q25) of 238,164/sec, 50-year return period (Q50) of 245,188 /sec, 100-year return period (Q100) of 251,770 /sec. From the analysis of runoff data in Kupa Village is 22.5110945/sec, where if there is a tide up to 1.7 m high along with rain that falls 1-3 hours or more resulting in flooding in the village of Kupa and the results of the analysis for the right building in overcoming flooding in Kupa Village is the installation of embankments around the Makassar - Pare-pare Axis road.
Analisis Debit Andalan Untuk Kebutuhan Air Daerah Irigasi Sungai Lamasi Pada Das Pompengan Kab Luwu Muh Rezky Syahban; Suryani Syahrir; Burhanuddin Badrun
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.v4i1.5003

Abstract

The Pompengan Watershed area is located in 2 administrative areas of regencies/cities, namely North Toraja Regency and Palopo Regency. The Pompengan Watershed is elongated with an area of 514.24 km2. The Pompengan Watershed has a main river, namely the Lamasi River with a length of approximately 40.5 km, a width of 40 m - 10 m. Lamasi River Irrigation Area In the Pompengan Watershed, Luwu Regency, a hydrological analysis of water availability was carried out using the F.J. Mock method The aim is to determine the Main Discharge and water availability to irrigate the Lamasi left irrigation area which is 3854 ha and Lamasi right with an area of 3839 ha. The calculation results show that the monthly Main Discharge value of the Lamasi River in the Pompengan Watershed, Luwu Regency, the largest average value is in the rainy season, namely March - July with a value of 54.503 m / second and the smallest in the dry season, namely August - February with a value of 0.017 m / second. The water discharge of Lamasi River in the Pompengan Watershed, Luwu Regency, which can be used for irrigation water availability using 80% reliability, where the results obtained with the largest value were in April - July, with an average value of 2,821 m/second3
Analisis Waktu Operasional Pada Pembangunan Jalan Dan Jembatan Sungai Saddang Enrekang - Sudda Nursakinah Nursakinah; Burhanuddin Badrun; Ahmad Yauri Yunus
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 2 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i2.5138

Abstract

Construction projects require the appropriate use of heavy machinery to enhance efficiency and productivity, especially in road and bridge projects like the Enrekang-Sudda Bridge. This bridge aims to improve transportation access in remote areas of Enrekang Regency. This study examines the utilization and productivity of heavy machinery in the project to achieve optimal time and cost outcomes. The research focuses on analyzing equipment usage according to job type, machine capacity, cost, and productivity. A quantitative method is used to measure equipment productivity, particularly mixers, which have an average capacity of 3.3 m³ per day with 308 operational hours per mixer. The project budget is estimated at IDR 33,934,037,000, with an implementation period of 213 days starting on January 1, 2024. Analysis results indicate that lean concrete work requires 72 days, while PPC cement concrete hardening takes 218 days. This study provides essential guidance on optimizing heavy equipment use in road and bridge projects to ensure resource effectiveness
Analisis Stabilitas Bendung Cabbue, Kab. Soppeng, Sulawesi Selatan Andi Nur Afnisca; Burhanuddin Badrun; Satriawati Cangara
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 2 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i2.5951

Abstract

The potential of the Cabbue Dam is located in Cabbue Ompo village, Lalabata sub-district, Soppeng Regency, South Sulawesi Province. The water source for this dam will be supplied from the Tinco Dam. The Cabbue Dam area in Soppeng Regency plays an important role in the availability of population resources, especially in the aspect of agricultural irrigation and food security in South Sulawesi Province. This study aims to determine the safety factor value of the Cabbue Dam against shear and overturning, which is the main requirement in determining whether the dam can be said to be stable or not. To analyze the stability of the weir structure, a research method is carried out in the form of calculating the forces acting on the weir structure, then the forces acting on the structure are analyzed and their stability is controlled against the safety factors. In the stability analysis of the Cabbue Dam, it was obtained under normal water conditions that the stability results against overturning were Sf = 24.29 > 1.5 and stability against shear was Sf = 10.14 > 1.5. Meanwhile, in flood conditions, the stability results against overturning are Sf = 29.54 > 1.5 and stability against sliding is Sf = 7.73 >1.5, where the SF value is > 1.5. Based on the safety values obtained, it can be stated that the stability control of the Cabbue Dam building meets the requirements and is safe.
Analisis Efektivitas Kolam Regulasi Nipa-Nipa Dalam Penanggulangan Banjir Di Kota Makassar Muliadi Muliadi; Burhanuddin Badrun; Satriawati Cangara
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 2 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i2.6405

Abstract

Flooding issues in Makassar City remain a major concern that requires government attention. The Makassar City area, particularly during the rainy season with high rainfall, often coincides with the occurrence of the highest tidal surge in the Makassar Strait, which blocks the flow of the Tallo River at its mouth. The current river cross-section is unable to accommodate the discharge coming from the upstream, causing overflow that inundates residential areas and agricultural land. This study aims to determine the storage capacity and evaluate the effectiveness of the Nipa-Nipa regulation pond in flood management in Makassar City. A quantitative research method with a descriptive approach was used, presenting field survey data systematically and factually while establishing the relationship between the objects being studied through descriptive narration. The results of the study indicate that the storage capacity of the Nipa-Nipa regulation pond is 0.051231 m³/second. Furthermore, the effectiveness of the Nipa-Nipa regulation pond in handling flood discharge is measured at the peak discharge of Q2 years, which is 491.31 m³/second, with a time interval of 130 minutes. At the peak discharge of Q100 years, the value reached 1,131.94 m³/second, with a time interval of 56 minutes. Based on these analyses, the effectiveness of the Nipa-Nipa regulation pond’s capacity decreases at specific return periods, influenced by factors such as rainfall intensity.
Co-Authors Ahmad Yauri Yunus Andi Nur Afnisca Andi Rumpang Yusuf Fachrezy Putra F GoldyAwan J. Moily Mohammad Noer Akbar Sabri Muh Nur Alfaridzi Muh Rezky Syahban Muliadi Muliadi Nursakinah Nursakinah Satriawati Cangara Suryani Syahrir