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Imam Suprayogi
Jurusan Teknik Sipil Fakultas Teknik Universitas Riau
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UJI KUALITAS SUMBER AIR SEBAGAI HYGIENE SANITASI DI DAERAH PESISIR Dian Yustika Putri Utami; Imam Suprayogi; Manyuk Fauzi
Racic : Rab Construction Research Vol. 9 No. 2 (2024): DESEMBER
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v9i2.4407

Abstract

Tanah Merah Village, Indragiri Hilir Regency, is a village with coastal condition, brackish surface air and contains high levels of organic matter and iron. The purpose of this research is to find the best one from available water in this village to support the provision of sustainable clean water needs in the swamp area in Tanah Merah Village, Indragiri Hilir Regency, Riau Province. The method used is based on the standards of Minister of Health Regulation no. 492/Menkes/IV/2010 . The data required for this research is to use primary data by taking samples of rainwater, well water and sea water by researchers directly. From the results of tests carried out on 3 water samples, rainwater, well water and sea water, it was found that rainwater has the best clean water quality compared to well water and sea water by testing physical, chemical and microbiological parameters. So that rainwater can be used as hygiene sanitation for society in Tanah Merah Village, Indragiri Hilir Regency by collecting rainwater in every house, it can be used as a form of defense against the need for clean water
IDENTIFIKASI INDEKS KINERJA BANGUNAN PEMECAH GELOMBANG PULAU BENGKALIS Muhamad Ghifar Alharis; Manyuk Fauzi; Imam Suprayogi
Racic : Rab Construction Research Vol. 10 No. 2 (2025): DESEMBER
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v10i2.6146

Abstract

To ensure their structural integrity and functional viability, it is essential to conduct condition assessments and evaluate performance indices. These serve as the foundation for operational and maintenance activities carried out by the responsible authorities This research aims to assess the condition and performance index of the breakwater structure in accordance with the standards set out in the aforementioned circular. The methodology adopted in this study is based on the guidelines within that document. Based on the analysis of the condition and performance indices of the Bengkalis Island breakwater, the coastal protection structures are generally in good condition, with performance index values ranging from 1.05 to 1.47. The recommended action for the coastal protection structures in Bengkalis Island is continued monitoring.
IDETIFIKASI INDEKS KINERJA REVETMENT PENGAMAN PANTAI PULAU RUPAT Guspi; Manyuk Fauzi; Imam Suprayogi
Racic : Rab Construction Research Vol. 11 No. 1 (2026): JUNI
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v11i1.8160

Abstract

The coastal area of Rupat Island has a high level of vulnerability to abrasion and sea waves, requiring coastal protection structures in the form of revetments to protect the shoreline area. Along with the increasing age of the structures, the physical condition and function of the revetments have deteriorated due to the continuous influence of waves and sea currents. This study aims to identify the performance index of coastal revetment structures on Rupat Island based on the Guidelines for Operation and Maintenance of Coastal Protection Structures SE No. 01/SE/M/2011. The research was conducted through inventory surveys, monitoring, and evaluation of the physical condition of the structures in several villages on Rupat Island. The performance index assessment was carried out based on the condition of structural components, including the crest, outer slope, outer foundation, outer mattress, and armor layer, using weighting values according to the revetment structure type. The results showed that the condition of the revetments on Rupat Island varied from good, fairly good, requiring repair, to heavily damaged categories. The highest index value was found in RV Segment 1A with a value of 3.80, categorized as heavily damaged, while most other segments were classified as fairly good with index values ranging from 1.90 to 2.50. Several segments, such as RV Segments 2E–2J, 6K–6L, 10Q–10AD, and 11C–11J, were categorized as requiring repair due to structural deterioration. The most dominant damage occurred in the armor and outer mattress components due to continuous wave and sea current action. Based on the evaluation results, routine maintenance, rehabilitation, and priority handling are required for segments with high damage levels to maintain the optimal function of coastal protection structures.
Sifat Fisik Tanah Berpengaruh Terhadap Kuat Geser Tanah Wilayah Pesisir Menggunakan ANFIS Ewis Oktareza; Ferry Fatnanta; Imam Suprayogi
Journal of Infrastructure and Civil Engineering Vol. 6 No. 1 (2026)
Publisher : Program Studi Teknik Sipil Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/jice.v6i1.160

Abstract

Tanah pesisir didominasi lempung marin dan tanah organik tinggi dengan kuat geser rendah, kompresibilitas tinggi, dan sensitif terhadap kadar air serta salinitas, sehingga meningkatkan risiko kegagalan infrastruktur. Penelitian ini mengevaluasi kinerja metode soft computing, Adaptive Neuro-Fuzzy Inference System (ANFIS), dalam memprediksi kuat geser tak terdrainase (Cu) serta menentukan parameter sifat fisik tanah paling dominan. Data terdiri dari 190 tanah pesisir, meliputi kadar air, berat isi, berat jenis, Atterberg limit, dan liquidity index. ANFIS diterapkan menggabungkan jaringan saraf dan logika fuzzy untuk menangkap hubungan nonlinier dan ketidakpastian data. Hasil menunjukkan ANFIS memiliki performa terbaik (R All = 0,8443; RMSE = 0,1673). Analisis ANFIS dengan performa terbaik mengidentifikasi Plastic Limit (PL) dan Specific Gravity (Gs) sebagai faktor utama yang mempengaruhi kuat geser (Cu). Penelitian ini menunjukkan bahwa komposisi mineral dan densitas partikel tanah di wilayah pesisir berdampak signifikan pada kuat geser tanah, serta efektivitas ANFIS dapat dijadikan alat prediksi awal untuk perencanaan geoteknik dan mitigasi risiko infrastruktur pesisir.
Evaluasi Sistem Jaringan Distribusi Air Bersih PAMSIMAS Desa Lubuk Tilan Kabupaten Siak Menggunakan EPANET 2.2 Fakar, Lintang Putri; Joleha, Joleha; Suprayogi, Imam
Jurnal Teknik Sipil Terapan Vol. 7 No. 3 (2025): E-ISSN 2714-7843
Publisher : Jurnal Teknik Sipil Terapan (JTST)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47600/jtst.v7i3.1225

Abstract

The distribution of clean water remains a challenge, especially in rural areas. To address this issue, the government has implemented the PAMSIMAS Program as an alternative solution for providing clean water. Howev er, due to the conventional distribution system being less than optimal, further analysis is conducted through numer ical simulations using the EPANET 2.2 software to identify problems and formulate improvement solutions. Existing condition data and technical specifications of the pipe network are used as input for the analysis, referring to the Minister of Public Works Regulation No. 18 of 2007 to evaluate pressure, velocity, and head loss at each node and pipe. Three simulations were conducted: the existing condition, system improvement simulation, and projection of clean water needs until 2040, using the geometric method to calculate population growth. In 2024, the water de mand for 224 residents was recorded at 0.257 liters/second, indicating that the flow velocity did not meet the re quired standard. As a result, improvements such as pump replacement and pipe diameter adjustments were neces sary. The 2040 projection estimates a population increase to 1,470 people with a constant service level of 18.93%, leading to a projected water demand of 0.319 liters/second. The simulation results indicate that replacing the 2 HP pump with a 3 HP unit, along with adjusting the pipe diameter from 40–50 mm to 20–40 mm.
Pendugaan Potensi Air Tanah Menggunakan Instrumen Aidu Golden Rod (Implementasi di Pesantren Alfahmu Kecamatan Tambang, Kabupaten Kampar, Provinsi Riau): Implementasi di Pesantren Alfahmu Kecamatan Tambang, Kabupaten Kampar, Provinsi Riau Riady, Azhar; Ikhlas, Hari Firman; Yusa, Muhammad; Suprayogi, Imam; Sandhyavitri, Ari
Jurnal Pengabdian UntukMu NegeRI Vol. 10 No. 2 (2026): Pengabdian Untuk Mu negeRI
Publisher : LPPM UMRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37859/jpumri.v10i2.11642

Abstract

Pesantren Alfahmu, located in Tambang District, Kampar Regency, Riau Province, faces significant challenges in securing a reliable clean water supply for its students and daily operations. This community service activity aimed to assess groundwater potential at three strategic locations within the pesantren premises using the AIDU Golden Rod (AGR) geophysical instrument. The survey was conducted along four measurement lines across three points: the mosque/musholla area, the dormitory and classroom area, and the drinking water depot and ablution area. Data were processed and interpreted using AIDU Prospecting software with multiple configurations (Configuration-0, Configuration-1, and Configuration-2). Results indicate that all surveyed areas have viable aquifer potential. Confined aquifers were consistently identified at depths of 165–300 meters at all three points, offering more stable and sustained water supply compared to shallow free aquifers (0–50 m depth) which are highly influenced by rainfall. Recommended drilling depths range from 165–275 meters with screening pipes installed at appropriate depths. The mosque/musholla area is recommended as the primary centralized drilling location due to its strategic central position. Pre-test and post-test questionnaire results showed a significant increase in participants’ understanding from 8% to 75%.
ANALISIS DAYA TAMPUNG BEBAN PENCEMARAN AIR SUNGAI MENGGUNAKAN PENDEKATAN WATER QUALITY ANALISYS SIMULATION PROGRAM (WASP)7.3 (DAS SIAK BAGIAN HILIR KABUPATEN SIAK) Ivnaini Andesgur; Imam Suprayogi; Pipi Handrianti
Jurnal Sains dan Teknologi Vol 17 No 1 (2018): Jurnal Sains dan Teknologi
Publisher : Fakultas Teknik - Universitas Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The Siak River Basin (DAS) including its special downstream river basin, where the decrease of river flow and water quality is triggered by increased activity along the river flow that is dominated by plantation activities. This study aims to analyze the load pollution load of BOD, COD and TSS in Siak downstream watershed using WASP 7.3 method; and determine the amount of pollution load reduction. Siak River Basin downstream is divided into 14 segments then simulated load pollution parameters BOD, COD and TSS in each segment. In this simulation, the minimum discharge of 151 m3 / dt is followed by reducing the pollution load by 75%, 50% and 25% until in accordance with the standard water quality of class II. In this simulation, the minimum discharge of 151 m3 / dt is followed by reducing the pollution load by 75%, 50% and 25% until in accordance with the standard water quality of class II. WASP7.3 Modeling Results Siak Siege Load Capacity of Siak Siak downstream of Siak District at minimum discharge respectively for BOD parameters of -68,877.82 kg / day, COD of -300.242,11 kg / day and TSS of -169,065,78 kg / day, where the minus sign (-) indicates that the pollutant load exceeds the capacity of the river. The BOD parameter is the highest parameter of reduction because all segments of Siak DAS downstream of Siak regency exceed the standard class for class II. Siak River Basin capacity downstream of Siak district to accommodate pollutant load based on standard quality for class II after the reduction of each pollutant parameters is 75% BOD 12,134.95 kg / day, COD 50% of 12,958.94 kg / day, and TSS 25% of 36,280.66 kg / day.
ANALISA KUANTITATIF DEBIT SUNGAI SAIL MENGGUNAKAN MODEL RAINRUN Jecky Asmura; Imam Suprayogi; Septya Ardiani
Jurnal Sains dan Teknologi Vol 17 No 1 (2018): Jurnal Sains dan Teknologi
Publisher : Fakultas Teknik - Universitas Riau

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Abstract

The Sail River is considered to be a potential source of raw water. This study aims to determine the quantity of Sail River related to reliable discharge, the water balance of the Sail River which can be used as a source of raw water, in this case the supply of clean water to meet the needs of the people of Bukit Raya District. The calculation results obtained a reliable discharge of 95% River Sail of 0.21 m3/s. Domestic and non-domestic clean water needs in 2033 are 0.283 m3/sec. Based on the amount of discharge available in the river and the amount of clean water demand, it is known that the Sail River water balance has a water deficit of -0,073 m3/s.
Co-Authors ', Nurdin Achmad Rudi Haryadi AFRIZAL AFRIZAL Agus Ika Putra Alfian Alfian Alfian Alfian Aminuyati Andreas Panjaitan Andrey Arzil Andy Hendri, MT, Andy Andyca Putra As, Andyca Putra Anton Ariyanto Aras Mulyadi Ardi Wahyudi Ardian Ardian Ari Sandhyavitri Arneni, Arneni Aryo Sasmita Ashral, Ashral Asmura, Jacky Astri, Yulasni Aswal Fitra Yadi Audah, Syafridatul Azmi, Nuzulul Bambang Sudjatmoko Bambang Sujatmoko Binhar, Mathrab Bochari Bochari Bochari - Budijono, Budijono Burhanudin Burhanudin Cahyono, Sandi Cahyono, Sandi Citra Perdana Cuprtino Tamba Dame Simamora Daviq Chairilsyah Deddy Prasetyo Utomo Desyi Astuti Dewi Marni Dian Yustika Putri Utami Dinda Safitri Edi Suhendri Edi Yusuf Adiman Effendi Sianipar Efri Maryoni Ega Riana Tovani Eki Efrizal, Eki Ela Fitriana Ela Fitriana Elianora - Elvi Yenie Elvi Yenie, Elvi Ermiyati Ermiyati - Ermiyati Ermiyati, Ermiyati Ermiyati, E Ewis Oktareza fadly, Rendy Fahmi, Naufal Muhammad Fajri Rahmatullah Fakar, Lintang Putri fakhri Fakhri Fakhri Fakhri Fakhri Fakhri, F Fakhri, Fakhri Fauzi Febriansyah Fauzi, Manyuk Febrian, Anggi Feranita Feranita Ferdi Wranda Ferry Fatnanta Fitrah Parlindungan Fitria Sari Gandung Rahmadi Geo Gifaj Ruci Adzano Ghofirin, Khoirul Ghofirin, Khoirul Gian Habriandi Tarigan Gufrion Elmart Sitanggang Gunawan Wibisono Guspi Gussyafri Habrio Ilva YR Hafidzilhaj Harys Hafiz Catur Anggoro Handrianti, Pipi Hardiman Hardiman Hendro Ekwarso Husnil Fitri Ikhlas, Hari Firman Indah Ameliana Beza Isnandi, Ari Ivnaini Andesgur Jacky Asmura Jacky Asmura Jamili, M Joehari Jecky Asmura Joleha, Joleha Jusatria Khairullah, M Khoirul Ghofirin Luluk Masfufa Mahyudin Mahyudin Mailino, Vemby Maryoni, Efri Mathrab Binhar Matrab Binhar Mifta Khairiah Mira Dharma Susilawaty Monita Olivia Mubarak Mubarak Mubarak Mubarak Mubarak Mubarak Mubarak Mubarak Mubarak Muhamad Ghifar Alharis Muhammad Arrafi Irsyad Muhammad Reza Muhammad Rico Saputra Muhammad Shalahuddin Muhammad Yoganda Mukhelnalis Sutazril Nahar Afrizal Nofrizal Nofrizal Novan, Andre Nurdin Nurdin . Nurdin Nurdin Nurdin Nurdin Nurdin, N Nurhasanah Junia Oki Adi Putra Pipi Handrianti Pipi Handrianti Ranata, Nicola Rabb Randhi Saily Resty Agesti Handayani Resty Agesti Handayani Riady, Azhar Riady, Rony Rahmad Rinaldi Rinaldi Rio Novi Awan Ronald M Hutauruk Ronald Mangasi Hutauruk Rudi Hasmadan Rurianti, Dwi Visti Safari Tri Septanto Safridatul Audah Salvi Novita Sandi Cahyono Saputra, Ricko Adi Saputra, Riola Satibi, Syawal Septya Ardiani Septya Ardiani Shalahuddin Siswahyudianto Siswanto, Siswanto Soewignjo Agus Nugroho Sofyan Husein Siregar Sri Djuniati Sri Djuniati Sudjatmoko, Bambang Suprasman Suprasman Suryafit, Sagit Suwondo Suwondo Syamsul Arifin Syarfi Syarfi Triliani, Ana Aulia Trimaijon Trimaijon Trimaijon, Trimaijon Trisla Warningsih Tsauri, Muhammad Idraq Ibnuts Ucin Muksin, Ucin Verawati Vernando Sahputra Limbong Wawan Wibisono , Gunawan Yasir Prayuna Yasir Prayuna Yenita Morena Yogi Septian Malik Yohana Lilis Handayani Yohanna Lilis H Yulasni Astri Yusa, Muhammad Zaim, Zaflis Zaky Ilhami Zulfan Saam Zulkifli ZULKIFLI ZULKIFLI Zulkifli Zulkifli