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Contact Name
Febri Adi Prasetya
Contact Email
journal@aritekin.or.id
Phone
+6289682151476
Journal Mail Official
journal@aritekin.or.id
Editorial Address
Perum. Cluster G11 Nomor 17, Jl. Plamongan Indah, Kadungwringin, Kedungwringin, Pedurungan, Semarang City, Central Java 50195
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Kota semarang,
Jawa tengah
INDONESIA
Globe: Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan
ISSN : 30315018     EISSN : 30313503     DOI : 10.61132
Globe: Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan. is a journal devoted to the publication of scientific articles published by the Indonesian Engineering Science Research Association. This journal is a peer-reviewed and open research journal of the Engineering Science Clump. The fields of study in this journal include the Civil Engineering, Earth and Shipbuilding Engineering sub-groups. The Research Journal of the Engineering Science Clump accepts articles in English and Indonesian. This journal is published 1 year 4 times (February, May, August and November)
Articles 183 Documents
Analisa Efisiensi Penyerapan Air Hujan dengan Desain Sumur Resapan Hania Noorunnissa; Rahmawati Rahmawati; A. Bustan Didi; Imam Imam; Adnan Adnan; Muh. Jabir M
Globe: Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan Vol. 4 No. 3 (2026): Agustus : Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/globe.v4i3.1642

Abstract

Rainwater runoff problems in road areas may occur due to high rainfall intensity and the limited capacity of the soil to infiltrate water into the ground. Such conditions can lead to waterlogging on road shoulders and in the surrounding areas, potentially disrupting the function and comfort of road users and accelerating road pavement deterioration. One alternative that can be implemented to reduce surface runoff is the use of infiltration wells as a rainwater conservation measure. This study aims to analyze the efficiency of rainwater infiltration using infiltration wells on the road shoulder along the Tanete Rilau road section, Barru Regency. The study was conducted by collecting data on rainfall, existing road shoulder conditions, catchment area, soil characteristics, and the dimensions and conditions of the proposed infiltration wells. The analysis included the calculation of rainfall intensity and runoff discharge, the volume of rainwater entering the infiltration wells, storage capacity, and soil infiltration capacity. The efficiency of the infiltration wells was determined based on the ratio between the volume of rainwater successfully infiltrated into the soil and the volume of rainwater runoff entering the system. The results of this study are expected to provide an overview of the efficiency level of infiltration wells in reducing rainwater runoff on road shoulders and to determine their feasibility as an environmentally sustainable drainage management alternative. The implementation of infiltration wells is expected to increase rainwater infiltration, reduce the potential for waterlogging, and support a more effective and sustainable road drainage system.
Pengaruh Substitusi Cangkang Kemiri Sebagai Pengganti Sebagian Agregat Kasar terhadap Kuat Tekan Beton dengan Perendaman Air Normal dan Air Laut Nur Aqilah Rasyid; Rahmawati Rahmawati; Muh. Jabir M; Imam Fadly; Adnan Adnan
Globe: Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan Vol. 4 No. 3 (2026): Agustus : Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/globe.v4i3.1644

Abstract

Control-gate operation affects discharge and water-conveyance performance in secondary irrigation canals. This study evaluates the hydraulic performance of the Boki 2-Boki 3 Secondary Canal in Pinrang Regency under five gate-opening levels and identifies a relative optimum opening based on discharge capacity, conveyance efficiency, and water loss. A quantitative field-survey approach was applied at six observation stations (STA 0+000, 0+200, 0+700, 1+200, 1+460, and 1+468) using gate openings of 15, 30, 45, 65, and 85 cm. Surface-flow velocity was measured using the float method and calculated from V=L/t; the measured surface velocity was used directly without a correction factor to determine discharge from Q=A×V. Conveyance efficiency and water loss were evaluated from upstream and downstream discharge. The results show that larger gate openings increased flow area, velocity, and discharge, but were accompanied by greater water loss and lower total conveyance efficiency. The 15 cm opening produced the highest efficiency of 85.89% with a water loss of 0.0316 m³/s, whereas the 85 cm opening produced the largest upstream discharge of 1.4638 m³/s but reduced efficiency to 71.97% with a water loss of 0.4103 m³/s. The 45 cm opening was identified as the relative optimum among the tested conditions, providing an upstream discharge of 0.5618 m³/s, an efficiency of 82.79%, and a water loss of 0.0967 m³/s (17.21%).
Evaluasi Kecelakaan terhadap Geometrik Jalan pada Ruas Jalan Jend. Sudirman Kecamatan Maiwa Kabupaten Enrekang Hasrullah Hasrullah; Jasman Jasman; Imam Fadly; Andriyani Andriyani; Kasmaida Kasmaida
Globe: Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan Vol. 4 No. 3 (2026): Agustus : Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/globe.v4i3.1646

Abstract

Enrekang is a regency in South Sulawesi Province. This study focuses on a section of the Sidrap-Enrekang Highway that features a curve prone to traffic accidents—marked by warning signs near the Maiwa Sector Police Station—connecting Enrekang City to Tana Toraja. The study aims to evaluate the road's geometry in relation to accident risks to ensure comfortable passage for road users. The methodology involved site surveys, data collection, and data processing to derive a relevant analysis. The findings indicate a Spiral-Circle-Spiral (SCS) curve configuration, with an existing vehicle speed (V) of 38 km/h and a superelevation of 2.85%. Based on the 1997 Bina Marga standards for flat terrain, the existing speed of 38 km/h falls below the applicable standard range of 70–120 km/h, and the superelevation of 2.85% is well below the 10% maximum; thus, the existing speed and superelevation comply with the 1997 Bina Marga standards (specifically the *Procedures for Inter-City Road Geometric Design*). Consequently, it is concluded that road geometry is not the factor contributing to the accident-prone nature of the Enrekang Highway.