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Innovative Research in Civil and Environmental Engineering (IRCEE)
Published by CV. Sinar Howuhowu
ISSN : -     EISSN : 30890985     DOI : https://doi.org/10.70134/ircee
Core Subject : Engineering,
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Engineering
Innovative Research in Civil and Environmental Engineering (IRCEE) is an academic journal committed to publishing high-caliber articles that contribute to advancing research in the fields of civil engineering and environmental sciences. IRCEE provides a platform for researchers, engineers, and professionals to share cutting-edge findings and novel approaches within these disciplines. The journal accepts a diverse range of manuscripts that address key topics such as material science innovations, structural engineering advancements, geotechnical solutions, construction management strategies, water resources engineering, and transportation system development. Additionally, IRCEE focuses on implementation techniques, workplace health and safety protocols, and comprehensive approaches to the planning, operation, evaluation, and maintenance of infrastructure projects like buildings, bridges, and environmental systems.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 2 Documents
 1 
Search results for , issue "Vol. 3 No. 1 (2026): IRCEE - April" : 2 Documents clear
Analysis Of The Effect Of Sedimentation On The Capacity And Performance Of Drainage Channels On The Kapten M. Jamil Lubis–Peringgan Medan Road Section Hutasoit, Paulus Franklyn Marihot; Silaban, Jahari; Yolanda, Yuni
Innovative Research in Civil and Environmental Engineering Vol. 3 No. 1 (2026): IRCEE - April
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/ircee.v3i1.1376

Abstract

Urban drainage systems play a crucial role in controlling stormwater runoff and preventing flooding. However, drainage channel performance often declines due to sedimentation and increased flow loads. This study aims to analyze the effect of sedimentation on the capacity and performance of drainage channels on the Jalan Kapten M. Jamil Lubis to Jalan Peringgan section in Medan City. The methods used included hydrological analysis to determine runoff discharge based on rainfall return periods (2, 5, 10, 25, and 100 years), measuring the dimensions of existing channels, and calculating sedimentation volume and channel capacity. The results showed that the total sedimentation volume reached approximately 1,359.63 m³, with an average decrease in channel capacity of 17.49%. Runoff discharge increased with increasing rainfall return periods, from 0.171 m³/s at a 2-year return period to 0.246 m³/s at a 100-year return period. This indicates that the existing channel capacity is beginning to suboptimally accommodate the design discharge, especially at medium to high return periods. Furthermore, population growth has increased the burden of domestic waste entering drainage channels. Based on the analysis, mitigation efforts are needed, including routine maintenance through sediment dredging, increasing channel capacity, and implementing a sustainable drainage system to reduce runoff. With proper management, it is hoped that drainage system performance can be improved and the risk of flooding can be minimized.
Urban Drainage Capacity On Jln. East Perjuangan, Medan Perjuangan District Monaqia Pricilia Br Sitanggang; Farezi Ripantri; Yuni Yolanda
Innovative Research in Civil and Environmental Engineering Vol. 3 No. 1 (2026): IRCEE - April
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/ircee.v3i1.1393

Abstract

This research was motivated by the problem of inundation and flooding on Jalan Perjuangan, Medan Perjuangan District, which was caused by the drainage system capacity not being optimal. The aim of this research is to evaluate the capacity and performance of drainage channels based on existing dimensions and assess the channel's ability to accommodate the planned discharge at various return periods. The methods used include hydrological and hydraulic analysis. Hydrological analysis is carried out through rainfall distribution tests, Chi-Square tests, and determining planned rainfall with various return periods. Rain intensity is calculated using the Mononobe method. Next, hydraulic analysis is carried out using the Manning formula to determine the flow capacity of the drainage channel. The data used in this research consists of primary data from field surveys and secondary data from related agencies. The research results show that the most suitable rainfall distribution is Log Pearson Type III. The existing channel dimensions of 4 m × 3 m have proven capable of accommodating the planned discharge up to a return period of 100 years with a discharge of 54 m³/sec, so that technically it still meets the currently required capacity. However, factors such as increasing population, sediment accumulation and domestic waste disposal have the potential to reduce channel performance in the future. Therefore, routine maintenance efforts and sustainable drainage management planning are needed to ensure the system continues to function optimally and is able to anticipate increases in flow loads in the future.

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