Article Per Year (5 Year)
p-Index From 2021 - 2026
0.61
P-Index
This Author published in this journals
All Journal Jurnal Manajemen Teknologi dan Teknik Sipil (JURMATEKS) LEADER: Civil Engineering and Architecture Journal
Usmanul Hayadi Umar
Fakultas Teknik Sipil dan Perencanaan, Universitas Internasional Batam
Civil Engineering, Building, Construction & Architecture Electrical & Electronics Engineering Engineering Transportation

Published : 3 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 3 Documents
Search

 1 
Normalisasi Saluran Drainase di Kawasan Pantai Marina Sebagai Upaya Pencegahan Banjir Radha Purnamasari; Usmanul Hayadi Umar
Jurnal Manajemen Teknologi & Teknik Sipil Vol 5, No 2 (2022): DECEMBER
Publisher : Faculty of Engineering, Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (3249.42 KB) | DOI: 10.30737/jurmateks.v5i2.3639

Abstract

Drainage is a basic facility that must be provided to meet community needs, so it’s very important in urban spatial planning. The benefit of building drainage is to prevent stagnant water so that it does not interfere with community activities. The condition of the drainage channels on Jalan Marina isn’t maintained because the dimensions of the channels are small and sedimentation occurs, causing silting of the channels. This causes floods that always occur every year. Re-dimension of the drainage channel was carried out because the initial dimensions could not accommodate the planned flood discharge. Some of data the basic for determining the re-dimensional drainage channels are rainfall data, sea tide data, and initial drainage channel dimension data. From the calculation results, the value of planned flood discharge is 172.634 mᶟ/s. So, the dimensions of the drainage channel are re-planned because the channel discharge value is smaller than the planned flood discharge value. The results of this study are that the planned flood discharge is greater than the drainage channel water discharge so that the initial channel dimensions cannot accommodate water. The results of re-planning the dimensions of the drainage channel based on the planned flood discharge value are h of 8.5 meters, b of 9.8 meters, and W of 2 meters. Re-dimensional planning of the drainage channel is fulfilled because Qs<Qp (172.634 mᶟ/s <227.103 mᶟ/s). This research is expected to provide dimensions of drainage channels that are in accordance with field conditions so that no more flooding occurs.
Normalisasi Saluran Drainase di Kawasan Pantai Marina Sebagai Upaya Pencegahan Banjir Radha Purnamasari; Usmanul Hayadi Umar
Jurnal Manajemen Teknologi & Teknik Sipil Vol. 5 No. 2 (2022): DECEMBER
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/jurmateks.v5i2.3639

Abstract

Drainage is a basic facility that must be provided to meet community needs, so it’s very important in urban spatial planning. The benefit of building drainage is to prevent stagnant water so that it does not interfere with community activities. The condition of the drainage channels on Jalan Marina isn’t maintained because the dimensions of the channels are small and sedimentation occurs, causing silting of the channels. This causes floods that always occur every year. Re-dimension of the drainage channel was carried out because the initial dimensions could not accommodate the planned flood discharge. Some of data the basic for determining the re-dimensional drainage channels are rainfall data, sea tide data, and initial drainage channel dimension data. From the calculation results, the value of planned flood discharge is 172.634 mᶟ/s. So, the dimensions of the drainage channel are re-planned because the channel discharge value is smaller than the planned flood discharge value. The results of this study are that the planned flood discharge is greater than the drainage channel water discharge so that the initial channel dimensions cannot accommodate water. The results of re-planning the dimensions of the drainage channel based on the planned flood discharge value are h of 8.5 meters, b of 9.8 meters, and W of 2 meters. Re-dimensional planning of the drainage channel is fulfilled because Qs<Qp (172.634 mᶟ/s <227.103 mᶟ/s). This research is expected to provide dimensions of drainage channels that are in accordance with field conditions so that no more flooding occurs.
Analysis of Student Travel Route Determination from Nongsa to Universitas Internasional Batam Restu Maulana Nashuha; Usmanul Hayadi Umar
LEADER: Civil Engineering and Architecture Journal Vol. 1 No. 1 (2023): April
Publisher : Fakultas Teknik Sipil dan Perencanaan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/leader.v1i1.7708

Abstract

Batam is never quiet in traffic activities, especially when traveling to Batam International University. This is characterized by frequent traffic jams on two roads to campus, especially in the morning and evening. Regarding congestion factors that increase travel time, it contributes significantly to the traffic transportation process on the travel route to the campus of Universitas Internasional Batam, especially private vehicles. For this reason, an analysis of the accessibility of private vehicles is needed based on the existing travel routes in Batam to the campus of the International University of Batam. This analytical research is carried out based on time and distance—accessibility parameters based on the percentile statistical method. From the percentile table, the accessibility value is divided into three parts, namely high, medium, and low. The results of the analysis of private vehicles showed six route trips with high accessibility values, five travel routes with medium accessibility values, and seven routes travel with low accessibility values.
Co-Authors Radha Purnamasari Restu Maulana Nashuha