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All Journal Jurnal Teknik Sipil dan Perencanaan Journal of Green Science and Technology Devotion: Journal of Research and Community Service International Journal of Social Service and Research Journal Of World Science Jurnal Civil Engineering Study Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Journal of Green Science and Technology
Awliya Tribhuwana
Universitas Swadaya Gunung Jati, Cirebon
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Electrical & Electronics Engineering Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Social Sciences Transportation

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PERENCANAAN GEOMETRIK JALAN RUAS JALAN MUNJUL - JATIGEDE Muhammad Lukie Yudhistira; Awliya Tribhuwana; Saihul Anwar
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 6 No 4 (2017): JURNAL KONSTRUKSI (APRIL 2017)
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v6i4.3851

Abstract

ABSTRAKPerencanaan Geometrik Jalan Ruas Jalan Majalengka-Jatigede direncanakan dengan maksud Membangun infrastruktur baru berupa jalan raya yang dapat mengakomodir kegiatan masyarakat dengan menyediakan alternatif baru bagi pengguna ruas jalan Kabupaten yang menghubungkan Kabupaten Majalengka dan Kabupaten Sumedang, dapat meningkatkan mobilitas angkutan manusia dan barang, menunjang bidang perekonomian, pariwisata dan pendidikan dalam arti luas serta meningkatkan pelayanan prasarana transportasi kepada masyarakat pengguna jalan.Perencanaan Geometrik Jalan menggunakan peta kontur untuk mengetahui elevasi daerah tersebut agar dapat merencanakan trase jalan, pada perencanaan ini di dapat panjang trase 9,8 km. Dalam penentuan trase jalan akan menemukan garis lengkung atau tikungan, dalam perencanaan ini terdapat 2 tikungan yaitu full circle dan spiral circle spiral. Selain trase jalan akan di cari kelandaian tanah pada daerah yang di lewati trase jalan untuk mengetahui kemiringan, pada perencanaan ini kelandaian maksimal adalah 2%. Kata Kunci       : Tikungan dan Kelandaian. ABSTRACT               Geometric Planning Road Majalengka-Jatigede planned with the intention Building new infrastructure such as roads that can accommodate community activities by providing a new alternative for the road district that connects Majalengka and Sumedang can increase the mobility of transport of people and goods, support for the economy , tourism and education in the broad sense and improve services transportation infrastructure to the user community road.               Geometric Path Planning using a contour map to determine the elevation of the area in order to plan the road alignment, the planning of this can trace length of 9,8 kilometers. In determining the alignment path'll find the curve or bend, in this plan there are two twists namely full circle and spiral circle spiral. In addition to the road alignment will be in search of the flatness of the land in the area in skip trace to determine the slope of the road, in this planning is the maximum slope of 2%. Keywords         : Curve and Slope
Hydrological and Flood Analysis of the Cipager River Fachru, Feisha Arya; Tribhuwana, Awliya; Julfikar, Muklis; Nurdianto, Toto
International Journal of Social Service and Research Vol. 5 No. 8 (2025): International Journal of Social Service and Research
Publisher : Ridwan Institute

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46799/ijssr.v5i8.1297

Abstract

This study investigates the flood vulnerability of the Cipager River Basin through integrated hydrological and hydraulic analysis. Maximum daily rainfall data from UPTD Mandirancan, UPTD Cilimus, and Cipager Weir were analyzed using four statistical models—Gumbel, Log-Normal, Normal, and Log-Pearson Type III—to estimate design rainfall for return periods of 2 to 100 years. The Log-Normal model produced the most conservative rainfall values, while the Log-Pearson Type III showed anomalous behavior at higher return periods, raising concerns regarding its reliability for modeling extreme hydrological events. Using Manning’s equation, design discharges were derived and compared against the hydraulic capacities of 12 river segments. Results indicate that many segments, particularly Megu Gede, Astana, and Jatimerta, have discharge capacities below 1 m³/s, far below the design discharges associated with longer return periods. This mismatch was further validated during the January 2025 flood, which caused severe inundation in subdistricts such as Weru, Tengahtani, and Gunung Jati. Compounding these risks are physical constraints including channel narrowing, sediment accumulation, and encroachment into riparian zones—conditions exacerbated by weak enforcement of spatial planning regulations. The study recommends structural measures such as river normalization, sediment control, and retention basins, alongside policy enforcement and real-time hydrological monitoring. By aligning statistical discharge modeling with actual river capacity, this research offers a strategic framework for flood risk reduction and supports evidence-based decision-making for climate-resilient watershed management in the Cipager River Basin.
Cross-Sectional Analysis of the Cisanggarung River Against Flooding in Babakan Village Using the HEC-RAS Program Ikram, Fadhli Dzil; Franandi, Muhammad Ghafar; Akyono, Akyono; Tribhuwana, Awliya
Journal of World Science Vol. 4 No. 8 (2025): Journal of World Science
Publisher : Riviera Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58344/jws.v4i8.1477

Abstract

Floods are hydrometeorological disasters that significantly affect communities, infrastructure, and the environment. This study aims to assess the capacity of the Cisanggarung River to accommodate flood discharge flow using HEC-RAS software. The analysis was based on rainfall data from three observation stations: Losari Station, Cangkuang Station, and Gebang Station. The research utilized frequency analysis, probability distribution tests, and hydrological and hydraulic simulations to evaluate the river's ability to handle floodwaters. The findings indicated that the current cross-section of the Cisanggarung River is insufficient to accommodate the planned flood discharge of 904.8 m³/sec, suggesting the need for river normalization efforts. This study provides critical insights for flood mitigation strategies, including infrastructure improvements and watershed management optimization. By implementing effective mitigation measures, the risk and impact of flooding in the region can be significantly reduced, contributing to improved flood resilience and urban planning.
Analysis of Irrigation Network and Operational Real Needs (AKNOP) at Cirongkob Dam Prosidiawan, Avan; Tohana, Tohana; Santika, Rifki Adhy; Tribhuwana, Awliya
Devotion : Journal of Research and Community Service Vol. 6 No. 8 (2025): Devotion: Journal of Community Research
Publisher : Green Publisher Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59188/devotion.v6i8.25510

Abstract

Irrigation network maintenance plays a strategic role in ensuring efficient and sustainable water distribution to support agricultural productivity. This research aims to analyze the condition of the irrigation network and calculate the Actual Operation and Maintenance Needs (AKNOP) at the Cirongkob Weir in Kuningan Regency, West Java. The research method uses a quantitative and qualitative approach through field observations, water discharge measurements, evaluation of irrigation channels and structures, and calculation of maintenance costs based on the technical guidelines of the Ministry of Public Works and Housing (PUPR). The analysis results show that the irrigation channels are generally functional, although light to moderate damage was found that affects water distribution efficiency. AKNOP calculations indicate that most of the budget is allocated to rehabilitation and contractual maintenance activities. Efforts to improve irrigation efficiency should focus on optimizing routine maintenance, strengthening farmers’ institutions (P3A), and implementing water discharge monitoring. Through these strategies, the sustainability of the irrigation system and food security in the Cirongkob area can be maintained. The implications of this research provide empirical foundations for evidence-based irrigation management policies, contribute to the development of standardized AKNOP calculation methodologies for similar irrigation systems across Indonesia, and offer practical guidelines for optimizing budget allocation in irrigation infrastructure maintenance.
Evaluation of The Effectiveness of Modular Infiltration Boxes in Reducing Surface Runoff in Urban Areas: A Case Study In Cirebon City, Indonesia Tribhuwana, Awliya; Wahyudi, Slamet Imam; Ni’am, Moh. Faiqun Ni’am
Journal of Green Science and Technology Vol 9 No 2 (2025): Journal of Green Science and Technology Vol. 9 No.2 September 2025
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v9i2.10588

Abstract

The urban area of Cirebon City, Indonesia, with its tropical climate, in the Sunyaragi sub-district, is increasingly affected by surface runoff and flooding due to limited drainage capacity and extensive impervious surfaces. This study evaluates the effectiveness of a modular infiltration box system in reducing urban stormwater runoff. Hydrological data from Harjamukti, Kamun, and Kertajati stations from 2014 to 2023 were analyzed using a Log Pearson Type III distribution to determine rainfall intensity for return periods of 2, 5, and 10 years. Field Experiment and Laboratory Analysis Methods: Soil infiltration characteristics were tested using a double ring infiltrometer and modeled with the Horton infiltration equation. Infiltration boxes measuring 1.00×0.50×0.45m were installed on the road median in two configurations, single layer (22 units) and double layer (44 units). The results showed that the single-layer system reduced runoff by 43.06% for a 5-year return period (15-minute duration), while the double-layer system achieved a reduction of up to 86.60% for a 2-year return period (20-minute duration). Further improvements were observed when combined with infiltration wells, achieving runoff reductions of over 95%. These findings demonstrate that modular infiltration boxes are an effective and scalable alternative solution for decentralized urban stormwater management, contributing to flood mitigation and sustainable drainage planning.
Analysis of Infiltration Wells Needs in Flood Management in Sunyaragi Urban Village Cirebon City Afandi, Muhamad Nur; Fauzi, Ola Maula Hasbiya; Oktaviani, Dhea; Tribhuwana, Awliya
Journal of World Science Vol. 4 No. 1 (2025): Journal of World Science
Publisher : Riviera Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58344/jws.v4i1.1274

Abstract

The development of a city results in increased urbanization. This development leads to changes in land use in urban areas, creating large areas covered by buildings and roads, which reduces infiltration and increases surface runoff. With high rainfall of 147.238 mm per month, Sunyaragi Village often experiences flooding during the rainy season, especially on St. Taman Pemuda. This study aims to determine the number of infiltration wells needed to reduce the risk of flooding in Sunyaragi Urban Village, Cirebon City. The research employs descriptive methods using Arc-GIS remote sensing and quantitative methods, including hydrological analysis to measure rainfall intensity, hydraulics analysis to assess drainage channel capacity, and infiltration well analysis to determine the required number of infiltration wells. Based on the analysis results, the maximum runoff discharge value in the 5-year return period on St. Taman Pemuda is 0.00562 m³/sec, indicating that eight infiltration wells are needed. These wells are planned to be cylindrical, with a diameter of 1 m and a depth of 3 m, achieving an efficiency value of 85.04% in reducing runoff discharge.
Surface Flow Analysis as an Efforts Flood Mitigation Tribhuwana, Awliya; Rohman, Fathur; Farhan, Ohan
Journal of Green Science and Technology Vol 8 No 1 (2024): Journal of Green Science and Technology Vol.8 No.1 March 2024
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v8i1.144

Abstract

Problems that often arise in the city of Cirebon are flooding caused by rain, land changes not supported by adequate infrastructure, narrowing of drainage channels and sedimentation of channels. This is the location where flooding often occurs in the Pemuda Street area and its surroundings. Therefore, it is necessary to carry out research on surface flow analysis as an effort to handle floods with the aim of inundation management strategies to reduce excessive rainwater runoff in drainage areas and channels. The research methods used were problem identification, literature study, data collection, analysis and design planning. The results can show that inundation is handled in two ways, first by changing the dimensions of the channel at the initial height H to 0.45m, it still experiences inundation, this is due to the difference in elevation which causes inundation in the channel. There was a change in the flood inundation area to 23,127 ha from the original 58,958 ha, meaning that the flood free area increased from 9,388 ha to 35,831 ha. The second way is by making 378 infiltration wells spread across 34 channels that experience flooding. With these infiltration wells, the flooding can be reduced to a minimum from an area of ​​23,127 ha to 0.040 ha. The success rate for flood management efforts reached 99.908%, with failure being 0.092%. Of the area of ​​68,346 ha, the flood-free area reached 68,306 ha and the remaining inundated area was 0.040 ha..
Analysis of Cipelang River Strorage Capacity Regency Sumedang tribhuwana, awliya; Farhan, Ohan
Journal of Green Science and Technology Vol 8 No 2 (2024): Journal of Green Science and Technology Vol.8 No.2 September 2024
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v8i2.9578

Abstract

Rainy season flooding: Ujung Jaya Regency experiences flooding almost every year, this annual flood phenomenon causes material losses. The research aims to analyze the capacity of the Cipelang River which is located in Sumedang Regency. The Cipelang River is part of the Cimanuk Watershed (DAS) with an area of ​​around 130.70 km², which has several tributaries such as Ciandana, Cicacaban, and Cipanassaat. The methods used in this research include collecting hydrological data, topographic analysis, and evaluating land use around the river. Rainfall and river flow data were taken from the nearest meteorological station to determine water storage potential. Results of analysis of existing river storage capacity and flood discharge. The maximum capacity of the Cipelang river is 409,002 m3/s. Nakayasu HSS method planned discharge using river watershed discharge occurs in the 100 year anniversary period. However, time periods of 2,5,10,25,50 years are considered safe. The results of comparing the planned discharge of the Hasper method with the discharge of the river catchment did not occur. So the most suitable method to use is the hasper method, land use which is dominated by irrigated rice fields and gardens also contributes to water management in this watershed. It is hoped that this research can provide recommendations for better water resource management and flood risk mitigation in the area. These findings are important to support sustainable infrastructure development and maintain ecosystem balance in the Sumedang Regency area.  Keywords: Rain , River, Discharge, Capacity, Flood
Co-Authors Abdurrahman, Farid Afandi, Muhamad Nur Agung Prasetyo Akyono, Akyono Arief Firmanto Desy Ningrawati Fachru, Feisha Arya Fathur Rohman Fathur Rohman Fathur Rohman, Fathur Fauzi, Ola Maula Hasbiya Franandi, Muhammad Ghafar Ikram, Fadhli Dzil Julfikar, Muklis Muhammad Lukie Yudhistira Ni’am, Moh. Faiqun Ni’am Nurdianto, Toto Ohan Farhan Oktaviani, Dhea Prosidiawan, Avan Saihul Anwar Santika, Rifki Adhy Slamet Imam Wahyudi, Slamet Imam Tohana, Tohana Zaenal Muttaqin