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All Journal Journal of Civil Engineering and Planning (JCEP) Media Konstruksi : Jurnal Ilmiah Teknik Sipil
Ade Jaya Saputra
Program Studi Teknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Universitas Internasional Batam
Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Engineering Transportation

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 1 
Analysis of the Volume of Excavation and Stockpiling in the Bicycle Path Development Works jl. RE. Martadinata Batam Using the Elevation Difference Method with Contractor Calculations Yustika Irawati Simbolon; Ade Jaya Saputra
Journal of Civil Engineering and Planning (JCEP) Vol 4 No 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7640

Abstract

In eartgworks there are othe sub-works including ordinary excavation work, ordinary embankment from excavated sources, selected embankment from excavated sources, preparation of bicycle lane bodies, and cones. In this final project the author tries to make a comprasion of the volume of excavation and embankment. The outhor uses the AutoCAD Software application to a calculate the area, pours the result of the area calculation into Microsoft Excel to calculate the volume of excavations and embankments and uses the AutoCAD application to visualize excavations and embankments. Based on the result of research concudated by the author, the authors conclude that there is a significant difference in volume result from those obtained by the author using the AutoCAD application with the volume results that have been carried out by the implementing contractor. For the result of excavation volume, the volume obtained by the author is smaller than the volume calculated by the implementing contractor, namely the volume comparison value is 614.65 m3 : 756.84 m3. For the volume of embankment, the volume obtained by the author is smaller than the volume calculated by the implementing contractor, namely the comparasion value is 1.189,3875 m3 : 1.439,76 m3.
Analysis of the Volume of Excavation and Stockpiling in the Bicycle Path Development Works jl. RE. Martadinata Batam Using the Elevation Difference Method with Contractor Calculations Yustika Irawati Simbolon; Ade Jaya Saputra
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7640

Abstract

In eartgworks there are othe sub-works including ordinary excavation work, ordinary embankment from excavated sources, selected embankment from excavated sources, preparation of bicycle lane bodies, and cones. In this final project the author tries to make a comprasion of the volume of excavation and embankment. The outhor uses the AutoCAD Software application to a calculate the area, pours the result of the area calculation into Microsoft Excel to calculate the volume of excavations and embankments and uses the AutoCAD application to visualize excavations and embankments. Based on the result of research concudated by the author, the authors conclude that there is a significant difference in volume result from those obtained by the author using the AutoCAD application with the volume results that have been carried out by the implementing contractor. For the result of excavation volume, the volume obtained by the author is smaller than the volume calculated by the implementing contractor, namely the volume comparison value is 614.65 m3 : 756.84 m3. For the volume of embankment, the volume obtained by the author is smaller than the volume calculated by the implementing contractor, namely the comparasion value is 1.189,3875 m3 : 1.439,76 m3.
Analisis Kapasitas Saluran Drainase pada Wilayah Rawan Banjir dengan Menggunakan Pemodelan Perangkat Lunak SWMM M. Alfi Wahyudi; Ade Jaya Saputra; Amanatullah Savitri
MEDIA KONSTRUKSI Vol. 10 No. 1 (2025)
Publisher : Jurusan Teknik Sipil, Universitas Halu Oleo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33772/jmk.v10i1.96

Abstract

Penelitian ini bertujuan untuk menganalisis kapasitas saluran drainase di wilayah rawan banjir dengan menggunakan perangkat lunak Storm Water Management Model (SWMM). Banjir merupakan salah satu bencana yang sering terjadi akibat ketidakmampuan saluran drainase dalam menampung debit air hujan yang tinggi. Dalam penelitian ini, dilakukan simulasi pada dua jenis saluran drainase, yaitu saluran persegi terbuka dan saluran persegi tertutup, untuk mengevaluasi apakah saluran eksisting mampu mengalirkan air dengan baik. Hasil simulasi menunjukkan bahwa kedua jenis saluran tersebut tidak dapat menampung curah hujan dengan periode ulang 2 tahun, yang dapat menyebabkan genangan dan banjir. Faktor utama yang memengaruhi kapasitas saluran adalah perubahan dimensi akibat pembangunan infrastruktur dan kurangnya pemeliharaan saluran. Penelitian ini merekomendasikan beberapa langkah mitigasi, seperti perbaikan dimensi saluran, normalisasi saluran secara rutin. Selain itu, partisipasi masyarakat dalam menjaga kebersihan saluran drainase sangat penting untuk mengurangi risiko banjir. Dengan langkah-langkah tersebut, diharapkan wilayah rawan banjir dapat dikelola dengan lebih baik, sehingga risiko bencana banjir dapat diminimalkan dan masyarakat dapat hidup dengan lebih aman dan nyaman.
Co-Authors Amanatullah Savitri M. Alfi Wahyudi Yustika Irawati Simbolon