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PENGEMBANGAN INDEKS KEPATUHAN KUALITAS AIR UNTUK EVALUASI KINERJA INSTALASI PENGOLAHAN AIR DI KABUPATEN GORONTALO Aristi Ayuningsi Ode Asri; Dwianto
Composite Journal Vol. 6 No. 2 (2026): Composite Journal
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Negeri Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37905/cj.v6i2.233

Abstract

The performance of Water Treatment Plants (WTPs) is generally evaluated by assessing compliance with individual quality standards, without producing an integrated performance metric. As part of a Compliance-Based Evaluation Framework, this study developed the Water Quality Compliance Index (WQCI / Indeks Kepatuhan Kualitas Air, IKKA) to evaluate the performance of six WTPs in Gorontalo Regency: Pulubala, Tilango, Pilohayanga, Bulota, Tabongo, and Biyonga. Primary data consisting of laboratory test results for 11 physicals (5 parameters), chemical (4 parameters), and microbiological (2 parameters) quality parameters were compared against the standards set out in Minister of Health Regulation No. 2 of 2023. The WQCI for each WTP was calculated as an unweighted ratio of the number of parameters meeting quality standards to the total of 11 parameters evaluated, while aspect-level indices were calculated per parameter category across all six WTPs. Results showed that the chemical aspect achieved full compliance (100%; 24/24 evaluations), the physical aspect reached 83.3% (25/30), and the microbiological aspect was the weakest at 16.7% (2/12). Total coliform exceeded standards at all six WTPs, E. coli exceeded standards at four, and turbidity failed at five of six WTPs. WQCI values ranged from 72.7% to 90.9%, classified into three performance categories: "Satisfactory" (72.7%; Tilango, Pilohayanga, Bulota, Tabongo), "Good" (81.8%; Pulubala), and "Very Good" (90.9%; Biyonga), with a system-wide average WQCI of 77.3% ("Satisfactory"). The critical parameters identified were turbidity and coliform bacterial contamination. Technical recommendations therefore focused on optimizing filtration, strengthening disinfection, and controlling contamination in the distribution network.
ANALISIS PENURUNAN DAN DEFLEKSI PONDASI BORED PILE PADA WILAYAH KOTA TIMUR GORONTALO Dwianto; Aristi Ayuningsi Ode Asri
Composite Journal Vol. 6 No. 2 (2026): Composite Journal
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Negeri Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37905/cj.v6i2.234

Abstract

The foundation is a critical structural element that must safely transfer axial and lateral loads from a building to the supporting soil. Due to the variable bearing capacity of sandy soils across East City District, Gorontalo, general design correlations are often unreliable, making site-specific verification necessary. This study analyzes the axial settlement and lateral deflection of bored pile foundations for a Bank Indonesia branch office construction project in East City, Gorontalo, by comparing analytical methods (Poulos and Davis for settlement, Broms for lateral deflection), Plaxis 2D numerical modeling, and field loading tests. Results show the pile's axial bearing capacity reached 1,025.15 kN, producing a maximum settlement of 3.04 mm. Under a design load variation of 850 kN, settlement values were 2.5 mm (Poulos and Davis), 1.92 mm (Plaxis), and 2.03 mm (field test), with an average difference of 16.89%, indicating good agreement between analytical and field results for axial behavior in sandy soil. For lateral behavior, the maximum allowable lateral load was 114.99 kN, exceeding McNulty's required criterion, so no batter piles were needed. Lateral deflection analysis produced 5.49 mm under a 50 kN design load, compared to only 1.4 mm from the field lateral loading test, an average difference of 77%, both remaining below McNulty's 6 mm allowable limit. The much larger discrepancy in lateral deflection indicates that the conventional Broms method is considerably more conservative than actual field behavior. Overall, the bored pile foundation performed well within allowable limits, and the percentage differences obtained may serve as correction factors for future pile foundation designs in similar sandy soil conditions in Gorontalo, particularly where field test data are limited.