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ANALISIS KINERJA KEUANGAN PEMERINTAH DAERAH KABUPATEN DAN KOTA DI PROVINSI ACEH TAHUN 2015-2017 Muarif, Muarif; Indriani, Mirna
Jurnal Ilmiah Mahasiswa Ekonomi Akuntansi Vol 4, No 4 (2019): November 2019
Publisher : Accounting Departement Economics and Business Faculty Syiah Kuala University

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Abstract

Local governments in analyzing the financial state is to perform financial ratio analysis. This financial ratio is then used as a benchmark for analyzing the performance of local governments to see how the government manages its regional finances. This study aims to describe the financial performance of municipal and district governments in Aceh Province if measured using independence ratios, effectiveness ratios and growth ratios. 2015-2017 and the relationship between these ratios. The method used is descriptive quantitative to measure financial performance with ratio and financial analysis. The results of the study show that the independence ratio analyzed for District and City Governments in the Province of Aceh in 2015-2017 illustrates very low criteria. Based on the effectiveness ratio in 2015, 15 districts / cities can be classified as very effective and 7 districts and cities which are classified as quite effective. Based on the 2015 PAD growth ratio, the highest was Pidie Jaya Regency with 49%, whereas in 2016 North Aceh Regency became the highest level of PAD growth ratio of 100%, in 2017 East Aceh Regency became the highest at 62%. Then it can be concluded that the more effective the ability of local governments to realize PAD, the higher the growth of PAD will be.
Evaluasi Sedimentasi Aliran Sungai Ammasangan Kota Palopo Wahyuddin, Firli; Indrajaya, Indrajaya; Muarif, Muarif; Sulistiono, Waluyo
Jurnal Ilmiah Ecosystem Vol. 25 No. 3 (2025): Ecosystem Vol. 25 No 3, September - Desember Tahun 2025
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35965/eco.v25i3.7998

Abstract

Tujuan penelitian ini adalah untuk mengetahui karakteristik sedimen dan kecepatan aliran sungai. Metode yang digunakan adalah pendekatan kuantitatif melalui pengambilan sampel tanah pada beberapa titik sepanjang 500 m dari Jembatan Putih Jl. Latamaccelling, serta uji laboratorium meliputi berat jenis tanah, analisa saringan, dan kadar air tanah, disertai pengukuran kecepatan aliran menggunakan current meter. Hasil pengujian menunjukkan bahwa sedimen yang terdapat di Sungai Ammasangan terdiri atas pasir, kerikil, dan tanah dengan berat jenis rata-rata berkisar antara 2,60–2,70 gr/cm³. Analisa saringan memperlihatkan gradasi butir sedimen dominan berupa pasir kasar hingga halus. Nilai kadar air tanah bervariasi antara 15%–35% tergantung lokasi pengambilan. Pengukuran lapangan menunjukkan kecepatan aliran sungai rata-rata sebesar ±0,63 m/s dengan debit aliran sekitar 2,5–3,0 m³/s. Dari hasil tersebut dapat disimpulkan bahwa sedimentasi Sungai Ammasangan cukup signifikan sehingga mempengaruhi kapasitas penampang sungai dan berpotensi meningkatkan risiko banjir. The objective of this study was to determine the characteristics of sediment and river flow velocity. The method used was a quantitative approach through soil sampling at several points along a 500-meter stretch from the White Bridge on Jl. Latamaccelling. Laboratory tests included soil specific gravity, sieve analysis, and soil water content, along with flow velocity measurements using a current meter. Test results indicated that the sediment in the Ammasangan River consists of sand, gravel, and soil with an average specific gravity ranging from 2.60–2.70 g/cm³. Sieve analysis revealed a dominant sediment grain gradation of coarse to fine sand. Soil water content varied between 15%–35% depending on the sampling location. Field measurements indicated an average river flow velocity of ±0.63 m/s with a flow rate of approximately 2.5–3.0 m³/s. From these results, it can be concluded that sedimentation in the Ammasangan River is significant enough to affect the river's cross-sectional capacity and potentially increase the risk of flooding.