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Ita Suhermin Ingsih
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Journal Innovation of Civil Engineering (JICE)
Published by Universitas Islam Malang
ISSN : -     EISSN : 27755592     DOI : 10.33474
Core Subject : Science, Social, Engineering,
Civil Engineering, Building, Construction & Architecture Energy Engineering Environmental Science Transportation
JICE Journal Innovation of Civil Engineering ISSN 2775-5592 published twice in a year, in March and September. The article can be product of researches, scientific thoughts or case study, in civil engineering and isn’t formed by politics, commercialism, and subjectivity unsure. This scientific journal contains articles of thought and research results in Civil Engineering that have never been published in scientific journals or other media. The Editorial Team accepts articles in English. Any matters relating to the use of the software, citation and copyright permissions made by the author of the article, and the legal consequences it causes, are the sole responsibility of the author of the article. The format of writing scientific articles for publication in scientific journals should follow the guidelines of scientific article writing, which is located on the right side of this scientific journal.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 13 Documents
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Search results for , issue "Vol 4 No 2 (2023)" : 13 Documents clear
SIMULATION OF TRAFFIC MANAGEMENT AND ENGINEERING TO IMPROVE THE PERFORMANCE OF THE FIVE POINT INTERSECTION ON JALAN KEPUTIH SURABAYA Desi Aura Lestari; Kurnia Hadi Putra; Theresia Maria Chandra Agusdini
Journal Innovation of Civil Engineering (JICE) Vol 4 No 2 (2023)
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v4i2.20592

Abstract

The five-point intersection on Keputih Street is one of the unsignaled intersections in the city of Surabaya with traffic problems. At certain times, especially rush hour, traffic problems will occur. At 07.00 WIB it was seen that several drivers were trying to cut through the traffic jam by squeezing in between other vehicles, this was done by road users to avoid long queues of vehicles. Queues can be approximately 1.2km long and the surrounding existing conditions are commercial or shopping areas, housing with several sides of the road used as a means for vehicles to stop or park as an additional congestion factor. Thus, there is a need for management planning and traffic engineering to improve the quality of intersections in serving road users. The method used for data analysis is based on existing data obtained directly from the field and processed according to PKJI 2023. The results obtained were that the degree of saturation at the intersection was much different before and after the traffic engineering planning was carried out. Projection results with the installation of traffic light signs and geometric widening of Keputih Tegal, the degree of saturation value obtained was 0.78 where previously DJ = 0.98 0.85. Keywords: Management and Traffic Engineering; PKJI 2023; Delay; Five-point Unsignalized Intersection in Keputih Surabaya.
ANALYSIS OF TRAFFIC ACCIDENTS IN THE WEST SURABAYA REGION (CASE STUDY: KALIANAK ROAD TO ROMOKALISARI HIGHWAY) Eka Safitri; Hadi Putra, Kurnia; Chandra Agusdini, Theresia Maria
Journal Innovation of Civil Engineering (JICE) Vol 4 No 2 (2023)
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v4i2.20845

Abstract

The high volume of heavy vehicle traffic on Kalianak Street, Greges, Tambak Langon, Tambak Osowilangun and Romokalisari causes the roads to become increasingly congested, which causes frequent traffic accidents. Accident data used for 2017, 2018, 2019, 2020, 2021 and 2022 to determine accident-prone areas using the z-score method, the number of accidents for each level of victim severity using the Accident Rate method and to determine the amount of loss caused by accidents using the Gross method Output (Human Capital). The results of the analysis show that the highest number of accidents was in 2017 - 2016 for the classification of deaths, serious injuries and minor injuries on Romokalisari Street with an accident rate of 0.246 people per 1 million vehicle kilometers per year, the classification of seriously injured victims was 0.092 people per 1 million vehicle kilometers per year in Kalianak and minor injury victims of 0.406 people per 1 million vehicle kilometers per year on Romokalisari Street. The accident-prone area (Blacksite) with the largest value is the Tambak Osowilangun Z-Score for 6 years of 1.45 and the last year of 1.14. Total costs for accident victims based on the Gross Output (Human Capital) method for each year; 2017 amounting to IDR 12,529,506.23, in 2015 IDR 11,439,656,822, in 2019 IDR. 13,324,550,588, 2020 Rp. 11,010,983,853, in 2021 Rp. 19,071,950,542 and in 2022 Rp. 26,214,460,693. Keywords: Traffic Accident; Amount of Casualty Costs Accident; Z-Score; Kalianak Road; Tambak Langon – Osowilangun; Romokalisari Highway.
RECHARGE WELLS MODEL BASED ON SHAPE FACTORS FOR FLOOD MANAGEMENT IN KLOJEN DISTRICT, MALANG CITY Rokhmawati, Azizah; Fachrurozi Ilhamsyah; Bambang Suprapto
Journal Innovation of Civil Engineering (JICE) Vol 4 No 2 (2023)
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v4i2.20930

Abstract

Urban flood areas hit various regions in Indonesia, such as what happened in Malang City. Flooding occurred in several areas of Klojen District, including Wilis Street, LetJen Suprapto Street in Samaan Village, Bareng Raya Street II in Bareng Village, Retawu Street, and Pulosari Street. This research uses a recharge well model based on shape factors to discuss flood mitigation. Data analysis includes existing floods, conditions of the study area, and an applied model adjusted to soil permeability in the research area. They were mapping the area (A) and coefficient C using ArcGIS 10.8 2023 software. The model applied is an infiltration well design constructed from a concrete buis at the top and soil pores at the bottom. The design rainfall calculation results are 592.112 mm/day. The results of the analysis show that there are a total of 30 channels from Samaan Village, Bareng Village, and Gading Kasri Village, whose channel capacity is unable, causing flooding. The geometric factor value of 3.14 m has a planned water inflow discharge of 1.7626 m3/second. Klojen sub-district requires 66 recharge wells to overcome the flooding. The application for constructing infiltration wells was carried out only in the Gading Kasri sub-district area, namely 11 infiltration wells. The infiltration well is planned to use a concrete buis with dimensions of 50x100 m, height L as deep as 2 m, bottom of porus in 1 m, and total depth of channel H is 3 m. Keywords: Recharge Wells; Shape Factors; Flood Management; Klojen Sub District.

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