Jamiluddin jabir
Universitas Muhammadiyah Enrekang

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Analisis Kelayakan Pembangunan Sistem Penyediaan Air Minum SPAM Desa Mendatte Kecamatan Anggeraja Kabupaten Enrekang M iqra Ridwan; Inarmiwati; Jamiluddin jabir
Didaktik : Jurnal Ilmiah PGSD STKIP Subang Vol. 12 No. 3 (2026): Volume 12 No. 3, September 2026 Produce
Publisher : STKIP Subang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36989/didaktik.v12i3.18582

Abstract

This study aims to analyze the existing drinking water supply conditions and evaluate the technical feasibility of constructing a Drinking Water Supply System (SPAM) in Mendatte Village, Anggeraja District, Enrekang Regency. Currently, the local community largely relies on self-managed water sources and shallow wells using inadequate infrastructure. This quantitative study utilizes primary data obtained through field surveys and discharge measurements of the Sallu Buangin Spring, alongside secondary data comprising population statistics and topographic mapping generated via ArcMap 10.8.2. Population growth projections were calculated using the Least Squares method for the period of 2021 to 2030. The analysis indicates that the population will increase from 751 people in 2021 to 971 people in 2030. Based on these projections, the Total Water Demand (Qt)—encompassing domestic and non-domestic needs as well as water losses—is expected to rise from 0.657 L/s in 2021 to 0.849 L/s (73,353.6 liters/day) in 2030, with peak hour demand (Qp) reaching 1.274 L/s. The existing reservoir, measuring 18.20 m × 11.50 m × 3 m, provides an actual capacity of 627.9 m³ (627,900 liters); this is more than sufficient to meet daily needs and allows for a water reserve lasting up to 8.5 days. Given the area's topography—ranging from 200 to 800 meters above sea level—water distribution can efficiently utilize a gravity-fed system. The selection of HDPE PN 10 pipes—with diameters of Ø63 mm for transmission, Ø50 mm for primary distribution, and Ø32–40 mm for secondary distribution—meets hydraulic criteria, maintaining ideal flow velocities between 0.38 and 0.82 m/s. Overall, the construction of the Drinking Water Supply System (SPAM) in Mendatte Village is deemed technically highly feasible.
ANALISIS KAPASITAS SALURAN DRAINASE TERHADAP GENANGAN AIR DI KELURAHAN GALONTA KECAMATAN ENREKANG KABUPATEN ENREKANG Rizal; Jamiluddin Jabir; Inarmiwati Inar
Didaktik : Jurnal Ilmiah PGSD STKIP Subang Vol. 12 No. 03 (2026): Volume 12 No. 03, September 2026 Published
Publisher : STKIP Subang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36989/didaktik.v12i03.18678

Abstract

This study aims to analyze the capacity of drainage channels in mitigating waterlogging in Galonta Village, Enrekang District, Enrekang Regency, and to identify the factors contributing to the occurrence of inundation. The research employed a quantitative approach through hydrological and hydraulic analyses using 10 years (2016–2025) of annual maximum rainfall data collected from the Enrekang, Cendana, and Anggeraja rainfall stations, supported by field observations of the existing drainage system. Hydrological analysis was carried out using the Gumbel Distribution, which was tested using the Chi-Square method. Rainfall intensity was determined using the Mononobe method, the design flood discharge was calculated using the Rational Method, and channel capacity was analyzed using Manning’s Equation. The results showed that the 10-year return period design rainfall was 288.282 mm, with a rainfall intensity of 410.796 mm/hour. The Chi-Square test produced a calculated value of 1.20, which was lower than the critical value of 3.841, indicating that the Gumbel Distribution was suitable for the analysis. The design flood discharge was 0.604 m³/s, while the hydraulic capacity of the drainage channel under ideal conditions reached 0.630 m³/s. However, field observations revealed approximately 0.40 m of sediment accumulation, reducing the effective channel depth, flow area, and channel capacity to approximately 0.261 m³/s. Consequently, the effective channel capacity became lower than the design flood discharge, resulting in a discharge deficit of 0.343 m³/s and causing waterlogging at several locations within the study area. It can therefore be concluded that the primary cause of waterlogging is not the original channel dimensions but sedimentation, channel narrowing, and solid waste accumulation that significantly reduce the effective hydraulic capacity. Regular channel normalization, sediment removal, waste cleaning, and routine maintenance are therefore recommended to improve the performance of the drainage system.