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Contact Name
Handri Maika Saputra
Contact Email
gpijournal@gmail.com
Phone
+6285365202765
Journal Mail Official
gpijournal@gmail.com
Editorial Address
Jl. Palarik, Aie Pacah, Kec. Koto Tangah, Kota Padang, Sumatera Barat, 25176
Location
Kota padang,
Sumatera barat
INDONESIA
Structures, Infrastructure, Planning, Implementation, and Legislation
ISSN : -     EISSN : 31234674     DOI : http://dx.doi.org/10.69855/sipil
Core Subject : Engineering,
The Journal Structures, Infrastructure, Planning, Implementation, and Legislation (SIPIL) is a scientific journal that focuses on the development of science and technology in the field of civil engineering, especially those related to structures, infrastructure, planning, implementation, and legislative aspects. This journal is an important medium to support the exchange of knowledge and innovation that can drive the progress of sustainable development. SIPIL is an open access journal published by CV. Get Press Indonesia, providing a forum for academics, researchers, and practitioners to share and disseminate innovative research results in the field of civil engineering. Manuscript submissions can be made at any time throughout the year, with a fast notification process for manuscript status, namely within one week after submission. Our editorial team is committed to running an efficient, transparent, and constructive review process, thus ensuring high quality publications. In addition, SIPIL encourages cross-disciplinary collaboration and the application of research results that can make a real contribution to the development of civil engineering science and sustainable infrastructure development in Indonesia and globally. We invite you to consider SIPIL Journal as a place to share new research, models, and best practices that advance the fields of structures, infrastructure, planning, implementation, and legislative aspects. Please contact us for any inquiries at gpijournal@gmail.com for a faster response. Click here for online submission, and article template. All submitted manuscripts must comply with SIPIL policies as outlined in the statement of publication ethics and malpractice based on COPE Best Practice Guidelines, the Directory of Open Access Journals (DOAJ), and the Open Access Scholarly Publishing Association (OASPA) for transparency principles and best practices for scholarly publication.
Articles 22 Documents
Spatial Analysis of Micro-Hydro Power Plant (MHPP) Potential in Existing Irrigation Canals Using GIS and Hydraulic Head Data Rismen Sinambela; Firman’s Bramadhani; Emyr Hidayat
Structures, Infrastructure, Planning, Implementation, and Legislation Vol. 2 No. 1 (2026): April,2026
Publisher : CV. Get Press Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69855/sipil.v2i1.551

Abstract

Indonesia’s rural energy crisis encourages the utilization of existing infrastructure, including technical irrigation networks, as renewable energy sources. This study evaluates the hydroelectric potential of irrigation canals by integrating geospatial analysis and secondary hydrological data to identify feasible micro-hydro power generation sites. The research was conducted along the West Tarum Main Canal managed by BBWS Citarum in West Java, covering a 45 km primary canal segment selected through purposive sampling.The methodology employed Geographic Information System (GIS) spatial analysis using National Digital Elevation Model (DEMNAS) data with an 8.25 m resolution and daily discharge records from Automated Water Level Recorders (AWLR) collected during 2020–2025. Key parameters analyzed included gross head (H_g), dependable discharge (Q₈₀), Manning’s roughness coefficient (n), and head loss.The results identified a total hydroelectric potential of 514.29 kW distributed across five priority nodes, with an average hydraulic head of 3.91 m. A strong positive correlation was found between discharge stability and power output efficiency (r = 0.892; p < 0.001). Nevertheless, sedimentation and inorganic waste remain operational challenges affecting system performance.The study concludes that irrigation infrastructure has economically feasible energy potential due to its proximity to rural load centers, averaging 306 m. These findings support community-based electrification and renewable energy development policies in Indonesia.
Impact of Giant Sea Wall Construction on Surrounding Current Patterns and Abrasion Rates: A Numerical Hydrodynamic Simulation of Marine Dynamics Darius Arkwright; Andre Kusuma Putra
Structures, Infrastructure, Planning, Implementation, and Legislation Vol. 2 No. 1 (2026): April,2026
Publisher : CV. Get Press Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69855/sipil.v2i1.573

Abstract

The increasing trend of global sea level rise and localized land subsidence in Jakarta Bay has led to the consideration of large-scale coastal protection measures, yet the hydrodynamic consequences of such infrastructure remain insufficiently quantified. This study evaluates the impact of the Giant Sea Wall (GSW) on local current patterns and coastal morphology using a validated three-dimensional numerical simulation. The study focuses on a 25 × 30 km domain in Jakarta Bay, integrating high-resolution bathymetric data (BATNAS), wind time series from BMKG, and tidal harmonic components from BIG. A finite volume scheme on an unstructured mesh is applied to solve the shallow water equations, with validation showing a correlation coefficient of 0.92 against observed tidal data from Pushidrosal. Simulation results suggest that current velocities may increase to approximately 0.62 m/s near structural termini, potentially inducing localized scouring and increased abrasion rates in down-drift areas, with a projected shoreline recession of approximately 3.5 m/year under modeled conditions. These findings indicate that while the GSW can reduce tidal flooding in protected urban areas, it may also redistribute hydrodynamic energy toward adjacent coastal zones, increasing erosion risks. Adaptive strategies, including sediment nourishment and permeable structural designs, should therefore be considered. Future research is recommended to incorporate fully coupled morphodynamic models to improve long-term projections.

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