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All Journal Jurnal Manajemen Teknologi Jurnal Pembangunan dan Alam Lestari U Karst Jurnal SOLMA JAIM (Jurnal Abdi Masyarakat) Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Jurnal Kacapuri : Jurnal Keilmuan Teknik Sipil Jurnal Manajemen Teknologi dan Teknik Sipil (JURMATEKS) Jurnal Pembelajaran Pemberdayaan Masyarakat (JP2M) Community Development Journal: Jurnal Pengabdian Masyarakat Jurnal Pengabdian kepada Masyarakat Nusantara Publikasi Riset Orientasi Teknik Sipil (Proteksi) Jurnal Abdimas Berdaya : Jurnal Pembelajaran, Pemberdayaan dan Pengabdian Masyarakat Journal of Civil Engineering Science & Technology (CI-TECH) Jurnal Informasi Sains dan Teknologi (ISAINTEK) Jurnal Talenta Sipil Jurnal Konstruksi Jurnal Pengabdian Masyarakat Nusantara Jurnal Pengabdian Masyarakat Waradin Jurnal Karya Abdi Masyarakat Journal of Civil Engineering and Vocational Education Engineering Jurnal bidang Teknik
Sony Susanto
Universitas Kadiri
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Efektivitas Penampang Drainase Berdasarkan Akumulasi Air Hujan Ruas Jalan yang Rawan Genangan di Jl. Mastrip/Jl. Selomangleng, Kota Kediri Aini, Sinta Nur; Susanto, Sony
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1198

Abstract

The Universitas Kadiri area in Kediri City frequently experiences surface water accumulation during heavy rainfall due to insufficient drainage capacity, sedimentation, vegetation growth, and deterioration of channel wall plaster. These conditions indicate the need for an evaluation of drainage channel performance in accommodating rainfall runoff. This study aims to assess the effectiveness of the existing drainage cross-section and to design a more adaptive and efficient channel section. The methods employed include field surveys, hydrological analysis using the Rational Method, and hydraulic analysis based on the Manning equation. The results show that the design discharge of 0.865 m³/s cannot be fully conveyed by the existing channel, which has a capacity of only 0.59 m³/s. The proposed adaptive trapezoidal section, with a bottom width of 0.80 m, height of 0.70 m, and slope of 0.008, increases the channel capacity to 2.15 m³/s, which is 2.49 times greater than the current condition. Economically, the redesign also yields a cost efficiency of up to 47%. Overall, the findings indicate that the proposed channel design is more effective, hydraulically efficient, and suitable for flat-topography areas. Furthermore, it aligns with the principles of the Sustainable Drainage System (SuDS) to support sustainable stormwater management in the Universitas Kadiri area.
Metode Lean Construction dalam Pengendalian Limbah Material pada Pekerjaan Struktur Baja di Proyek Gedung Makodim 521 Kota Kediri Ivo, Farhan Maulana; Susanto, Sony
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1164

Abstract

The construction industry contributes significantly to infrastructure development but faces major challenges in the form of material inefficiency that generates construction waste. Studies show that an average of 5–15% of materials are wasted during project execution, increasing costs, causing delays, and having a negative impact on the environment. The construction project of the Makodim 521 Building in Kediri City was chosen as the research object because it involves the use of WF steel structures, CNP purlins, and Onduvilla roof coverings with high costs and significant waste potential. Initial analysis revealed that eight materials contributed more than 80% of the total roofing work cost, with the highest waste level of 2.32% found in Onduvilla roof coverings and the largest absolute waste volume of 27.14 kg in CNP profile purlins. This research aims to develop a data-based waste control strategy using the Lean Construction approach. The methods used include material identification, Pareto analysis to determine priority materials, calculation of waste levels, and analysis of the causes of waste. The strategies designed include the implementation of Just in Time (JIT), worker training, design optimization with Building Information Modeling (BIM), application of the 5S principles, as well as utilization and recycling of leftover materials. The results show that the implementation of these strategies has the potential to reduce waste by up to 38%, reduce excess stock by 30%, and reuse up to 50% of leftover materials. The main contribution of this research is to provide a measurable waste control strategy framework that can be directly implemented to improve project efficiency and support sustainable construction practices in Indonesia and other developing countries.
Tinjauan Efektivitas Penampang Drainase Akibat Akumulasi Sedimen (Kolmatase) di Kawasan Jalan Selomangleng Qurratu’ain, Afifa Zahra; Susanto, Sony
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1200

Abstract

Urban drainage systems often experience performance degradation due to sediment accumulation (colmation), even when channel dimensions comply with design standards. This study aims to evaluate the effectiveness of the drainage cross-section affected by colmation in the Selomangleng Road area, Kediri City, and to assess the potential of an additional infiltration system as a supporting solution. The research employed a quantitative–analytical approach using hydraulic analysis based on the Manning equation to compare flow capacity under design and existing (colmated) conditions. The results indicate that channel capacity decreased from 0.62 m³/s under design conditions to 0.26 m³/s under existing conditions, resulting in a capacity loss of 0.36 m³/s and a cross-sectional effectiveness of approximately 42%. As a supplementary analysis, an infiltration trench system was designed along a total length of 350 m on both sides of the channel. With a total infiltration area of 350 m² and alluvial soil permeability of 1 × 10⁻⁵ m/s, the system provides an infiltration discharge of 0.0035 m³/s and an effective storage volume of 73.5 m³. The findings demonstrate that colmation is the primary factor reducing drainage performance, while the infiltration trench functions as a complementary solution to attenuate peak discharge and delay runoff when combined with regular channel maintenance.
Co-Authors Afiff Yudha Triparianto Agata Iwan Candra Ahmad Faizal Efendi Ahmad Ridwan Ahmad Ridwan aini, efa nur Aini, Sinta Nur Amanda Rodriko Ferijiyansyah Ana Komari Atmaja, Muhammad Rijal Khori Bambang Subiyanto Budi Winarno Budi Winarno Dhina Widayati Dhina Widayati, Dhina Didit Damayanti Djoko Rahardjo Djoko Rahardjo Dwifi Aprillia Karisma Edy Gardjito, Edy Efa Nur Aini Eko Siswanto Eko Siswanto Eko Siswanto Eko Siswanto Eko Siswanto Faiz Muhammad Azhari Fajar Romadhon Fitry Rahmawati Fitry Rahmawaty Gatot Ciptadi Gatot Yudoko Gregorius Paus Usboko Hendy Hendy Hendy Herlan Pratikto Herlan Pratikto Herlan Pratikto Herrdiana, Diayu Puri Indra Pradigta, Mochammad Danara Irvansuviyan Hadi Ivo, Farhan Maulana Khotimah, Adinda Khusnul Ki Catur Budi Ki Catur Budi S., ST.MT M. Ruslin Anwar Marjono Marjono Merzy Mooy Moch. Zaenuri Arifin Moch. Zaenuri Arifin Moh. Ali Maftuh Mohamad Agus Dwi Kurniawan Mohammad Bismo Febriantoro Muhammad Azhari, Faiz Nian Afrian Nuari Nian Afrian Nuari, Nian Afrian Nuhfil Hanani Pradigta, Mochammad Danara Indra Priscilla Ellena Ketut Sonia Qurratu’ain, Afifa Zahra Reynaldo Nokas Risni, Titin Widya Romadhon Romadhon Romadhon Romadhon Romadhon Rulis Rodiyasanti Saiful Muslimin Sigit Winarno sigit winarno Sigit Winarno Sigit Winarto Sigit Winarto Sigit Winarto Sigit Winarto Sigit Winarto Sigit Winarto, Sigit Sri Santi L.M.F. Seran Sumargono Sumargono Sumargono, ST.MT. Yosef Cahyo Setianto Yosef Cahyo Setianto Yosef Cahyo Setianto Zendy Bima Mahardana