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All Journal Jurnal Ilmu Lingkungan Jurnal Sains dan Teknologi Jurnal Teknik Sipil dan Perencanaan APTEK Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Proceedings ACES (Annual Civil Engineering Seminar) Jurnal Teknik RACIC : Rab Construction Research Jurnal Rekayasa Sipil JURNAL SAINTIS Jurnal Ilmiah Rekayasa Sipil Jurnal Mantik Jurnal Infrastruktur APTEK Pelita Masyarakat SELODANG MAYANG Journal of Applied Materials and Technology Jurnal UNITEK Lowland Technology International Dinamika Lingkungan Indonesia Journal of Infrastructure and Civil Engineering Bhakti Nagori (Jurnal Pengabdian kepada Masyarakat) JUITECH: Jurnal Ilmiah Fakultas Teknik Universitas Quality Makara Journal of Technology SAINSTEK Prosiding Seminar Nasional Teknik Sipil UMS Indonesian Journal of Construction Engineering and Sustainable Development Jurnal Teknologi & Rekayasa Sipil EcoNews IPTEKIN : Jurnal Kebijakan Pembangunan dan Inovasi
Fauzi, Manyuk
Universitas Riau
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Journal : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Analisis Perencanaan Bendung (Studi Kasus Bendung Botung) Sadewa Sabihi; Manyuk Fauzi; Siswanto Siswanto
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 4, No 2 (2017): Wisuda Oktober Tahun 2017
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

This research will discuss the analysis of the stability of the dam in the area Botung against weir botung in the area Botung it self actually has no weir bronjong but the dam is temporary and has damaged it needs to be made weir remains to be utilized in the long term, so it takes the design of the lighthouse and the pool megrim secure against rolling, sliding and piping. Based on the results of the discussion of final project study entitled "Analysis weir Planning Case of Studies weir Botung" it can be concluded, using data of rain 10 Years of 2005-2014 years gained 100 year flood discharge plan for, Q100= 16.617 m3/sec. High water levels in the upstream dam is 2,456 m, and the water level downstream of the weir is 0.673 m, while the weir height following the existing dam is not fixed in the amount of 1,35m. And the dimensions of the flood discharge obtained value Froude of 7.632, and been building an megrim type USBR of type III. Safety Factor Values sliding obtained a value of 1.74 ≥1.5 and qualify. Safety Factor Values rolling obtained a value of 2.10 ≥1.5 and qualify. Planning this dam safe against piping for WCR value of 4.145 which is secure against gravel and clay.Keywords: weir, Curved tile, stability of the dam, rolling, sliding and piping
Anlisa Laju Abrasi Pantai Teluk Belitung Kabupaten Kepulauan Meranti Menggunakan Data Pengindraan Jauh Fitri Landari; Sigit Sutikno; Manyuk Fauzi
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 1, No 2 (2014): Wisuda Oktober Tahun 2014
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Teluk Belitung is located in Padang island, subdistrict Merbau, Kepulauan Meranti district with area of 1348.91 km2. Teluk Belitung coast is located in Asam the Strait directly related to the Melaka Straits and the South China Sea led to the current in the Strait acids affected by wind season (Monsoon). It causes waves in the Strait of relatively large during the rainy season. Because of ocean waves directly on the coastline, Teluk Belitung coast and the surrounding Islands are a relatively easy type of peat decomposes and reduced crop coastal protection (mangroves) as a binder, causing a serious erosion problems along the coast of Teluk Belitung. That requires an analysis of the rate of coastal erosion on the Teluk Belitung which is very important in order to mitigate natural resources and maintain the viability of the local community. This study uses historical data of high-resolution aerial images based Remote Sensing technology integrated with GIS (Geographic Information System). The data used aerial photographs for 24 Year ie 1989, 1996, 1999, 2001, 2004, 2009, and the result showed that 2013. accretion occurred along the 158, 311 m or 6.60 m / year and abrasion occurred along 292.397 m or 12.80 m / year. While the extent of the accretion occurs at 84.333 ha or 3.514 ha / year and the extent of abrasion that occurs at 151.972 ha or 6.332 ha / year.   Keywords: shoreline change, abrasion, accretion, remote sensing, Landsat.
Kesesuaian Model Hidrograf Satuan Sintetik Studi Kasus Sub Daerah Aliran Sungai Siak Bagian Hulu Nurhasanah Junia; Manyuk Fauzi; Imam Suprayogi
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 2, No 1 (2015): Wisuda Februari Tahun 2015
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Synthetic Unit Hydrograph (SUH) is the most practical and simplest method in analyzing the flow rate in an ungauged watershed. It only needs the watershed characteristic data such as the area size of watershed and the length of the river. The flow rate data used in many water resource related planning activity such as drainage, water reservoir etc.. Some of the oftenly used SUH methodes are SCS (Soil Conservation Service), Nakaysu, Snyder’s, GAMA-I etc. The concept of Unit Hydrograph with the volume control/ DRO (Direct Run Off) value closest to1mm, is used to determine a proper SUH method to be applied on watershed. In the case study of Tapung Kiri watershed, the proper SUH method to be applied is the Nakayasu’s with the α = 2, and DRO = 0,992. Nakayasu’s is also the proper SUH to be applied in the Tapung Kanan watershed, with the α = 2, and DRO = 0,992.Keyword : UH, SUH, SCS (Soil Conservation Service), Nakayasu, Snyder, DRO, Tapung River
Analisa Prediksi Aliran Sungai Indragiri Menggunakan Model GR3J (Genie Rural a 3 Parametres Journalie) Mifta Khairiah; Manyuk Fauzi; Imam Suprayogi
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 2, No 1 (2015): Wisuda Februari Tahun 2015
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Development of water resources in the Indonesian Provinces of Riau in particular require a simplification in the form of a model is needed to transform rain into rate of flow.This study examines the rainfall-runoff modeling methods GR3J on Indragiri watershed. In this modeling input data including the data used daily rainfall and potential evapotranspiration data is that the results are calibrat edusing discharge data daily observations. In this modeling sought optimum value of the parameter modeling GR3J which produces deviation or the smallest error. There are two stages in this model, namely: Model calibration and verification flow model based on the data recording station Lubuk Ambacang guess water for 10 years( 1995-2004). To calculate the deviation thatoccursis used method of Nash-Sutcliffe Coefficient. This modeling to optimize four free parameters such as Maximum Capacity Production Store(XI), Coefficient Changes in Groundwater (X2) and the unit hydrograph (X3). The results of this study concluded that the model can represent from DAS GR3J Indragiriby obtaining the value of the text sarevery good at this stage ofthe model calibration and verification phase. Pasacalibration phase texts most excellent value that thes cheme 9 at 36.89. And at theverification stage nash value and the value ofthe greatest correlation coefficientis also shown in the schematic 9 of 0.77% and acorrelation coefficientof 0.61%..Key Word : Indragiri, Rain-Flow, model GR3J.
Analisis Perubahan Garis Pantai Pesisir Pantai Dumai Tiurma Monalisa Siahaan; Manyuk Fauzi; Rinaldi Rinaldi
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 8 (2021): Edisi 2 Juli s/d Desember 2021
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Dumai Coast is directly facing Malacca Strait that its prone to damage. Coastal vulnerability analysis was carried out to know the coastal vulnerability index of Dumai Coast and useful as a first step to cope with the damage.The paper presents a method for integrating Coastal Vulnerability Index (CVI), and Geographic Information system (GIS) technology to map the coastal vulnerability.Emphasize has been made to the method-ological aspect, essentialy which is linked to:The use of GIS technique for constructing, interpolation, filtering, and resampling the data for shoreline gird. This research was conducted on the Coast Dumai along 107 km with the coordinates 101º 0’ 38” - 101º 43’ 33” East Longitude, 01º 26’ 50” - 02º 15’ 40” North Latitude. Coastal vulnerability index is calculated with the value of the physical variables such as shoreline changes, the length and width of the damage, the width of the green belt, wave height, tidal range, land use, and coastal slope. The analysis of satellite imagery is to analyze shoreline changes, the length and width of the damage, the width of the green belt, tidal range, and land use. The hydro-oceanography data is used for tha analysis of wave height and bathymetry data is used for tha analysis of coastal slope. Results of analysis showed that Pelintung Village, Mundam Village, Teluk Pulau Hilir Village, Village Bangko kanan, Basilam Baru Village, and Batu Teritip Village have low coastal vulnerabilty (0 < CVI < 25). Guntung Village and Dumai have moderate coastel vulnerability (25 < CVI < 50)Keywords: Satellite Imagery, Hydro-oceanography, Bathymetry, Coastal vulnerablity Index (CVI). Dumai Coast
Pengaruh Variasi Awal Data Pengamatan Terhadap Hasil Prediksi Pasang Surut Metode Admiralty (Studi Kasus Perairan Bengkalis) Ramadhani Harahap; Andy Hendri; Manyuk Fauzi
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 4, No 2 (2017): Wisuda Oktober Tahun 2017
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Analysis of tidal components can be done with several methods, namely admiralty, semi graph, least square and so forth. Previous research indicates that the initial tidal data retrieval time has an effect on the result of tidal prediction. Tidal analysis method used in this research is admiralty method. Daily observation data of 15 days in each hour will be simulated against one hundred and fifty eight variations of time using Hijri calendar, to find out the initial variation of observational data that best matches the tidalprediction in bengkalis waters. The analysis results show that the smallest average RMSE value is on the initial variation of the 18th data for verification of the simulation data. The 18th days of the Hijri calendar is in the waning gibbous of moon phase, which is after the full moon phase. The tidal type of the location of the research based on the value of the Formzahl number entered in the classification of the double mixed tide prevailingtype (mixed tide prevailing semidiurnal).Keywords : tidal, method of Admiralty, Hijri calendar
Kajian Ketersediaan Dan Kebutuhan Air Baku Dengan Pemodelan Ihacres Di Daerah Aliran Sungai Tapung Kiri Mashuri Mashuri; Manyuk Fauzi; Ari Sandhyavitri
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 2, No 1 (2015): Wisuda Februari Tahun 2015
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

The demand of raw water in Kampar Districts is increasing in step with population growth. At this time, the water supply system is regulated by PDAM Tirta Kampar what still have problem to service coverage. Especially Tapung Sub-District has not been served. Therefore, the existence of the Tapung Kiri River is expected to be a solution to overcome these problems. Thisstudy use IHACRES for rainfall - runoff modeling, which in the calibration stage reach Nash- Sutcliffe effectiveness value of 0.630. Overall, this model provides an understanding that thesuccess obtained on the calibration stage does not guarantee success in the verification stage. Analysis of water availability is done to analyze the realable discharge river (Q90%) based onaverage annual the discharge resulting realable discharge occurred in 2000. The greatest realable discharge occured in October amounted to 93.75 m3/sec, and the smallest in Maretamounted to 43,69 m3/sec. Analysis of water demand is forecasted to the population growth of up to 22 years and produce raw water demand total with forecasts early of the year (2013) of 0.109 m3/sec and the end forecasts of the year (2035) of 0.264 m3/sec.Keyword : Tapung Kiri River, IHACRES model, Availability Water, Population Forecasts, Water Supply
Analisis Efektivitas Penggabungan Metode Transformasi Wavelet-GR4J Guna Pengalihragaman Hujan Debit (Studi Kasus : DAS Siak Hulu) Zaky Ilhami; Manyuk Fauzi; Imam Suprayogi
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 3, No 2 (2016): Wisuda Oktober Tahun 2016
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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This research studies the rainfall-runoff modeling using variations of the model by forming joint models (hybrid model) of the Wavelet Transformation and GR4J (Génie Rural à 4 parametres Journalier) on Watershed (DAS) Siak Hulu. Combined method of Wavelet-GR4J transformation expected can increase Nash -Sutcliffe Coefficient and Correlation Coefficient. This GR4J model use input data including daily rainfall data on new Petapahan station and daily potential evapotranspiration data which is the result of the CropWat program with climatology input data on Kampar market station. The modeling result is tested using daily observation debit data in Pantai Cermin station. This modeling optimized four free parameters such as Maximum Capacity Production Store (X1) with a value of 440.31 mm, Groundwater Changes Coefficient (X2) with a value of 2.92 mm, Maximum Capacity (X3) with a value of 20mm, and the Hydrograph Unit Ordinate’s Peak Time (X4) with a value of 26.57 days. At a later stage, in particular calibration and verification in the year thereafter. Simulation of Wavelet-GR4J Transformation resulted value equation Nash-Sutcliffe Coefficient of 49.255% and the Correlation Coefficient (R) of 0,762. Combining process of Wavelet-GR4J Transformation method produces a better model performance of the model GR4J based on the Nash-Sutcliffe Coefficient and Correlation Coefficient.Keywords: wavelet transformation, GR4J, calibration, verification, simulation.
Pengendalian Banjir Pada Kawasan Mutiara Witayu Kecamatan Rumbai Pekanbaru Sovia Revina; Bambang Sujatmoko; Manyuk Fauzi
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 3, No 2 (2016): Wisuda Oktober Tahun 2016
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Regions Mutiara Witayu is an area with low ground, where not all runoff from rainwater can flow by gravity into the Siak River, when the high tide happen on Siak River during the rainy season there will be some back waters, so the water that should be drainaged to Siak River become overflow. This study aims to determine the capacity of the pump to serve the existing flood volume. From the calculation of flood volume that can be accommodated by the reservoir is at 5050, 876 m3. To overcome the flood in the area Mutiara Witayu completely due to R5, R10 and R25 without causing inundation by using a pump with a capacity of 6 m3 / sec. The using of 5 m3 /sec pump’s power can be used to solve the flood due to R5, R10 and R25 in the Regions Mutiara Witayu with 2908.981 m3 storage capacity will be required.Keywords: flood, ponds reservoirs, pumps
Pola Distribusi Hujan Kota Pekanbaru Berdasarkan Data Satelit TRMM Jaxa Bunga Rafikah Zaki; Yohanna Lilis Handayani; Manyuk Fauzi
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 5 (2018): Edisi 1 Januari s/d Juni 2018
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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One of parameters to determine the discharge is to know the pattern of rainfall distribution. To calculated the rainfall distribution is required hourly rainfall data of TRMM. Rainfall distribution patterns can be calculated using the empirical method of Alternating Block Method (ABM), Tadashi Tanimoto and Mononobe. The aim of this research to determine the pattern of rainfall distribution in the city of Pekanbaru from 2009 to 2016 based on the pattern and correlation. Based on shape, the most common TRMM distribution pattern is the bell shape that occurs from the duration of 3 to 9 hours and for the duration 2 hours has the form of a declining ladder. While based on correlation, pattern of rainfall distribution for duration of 3, 4, 6, and 7 hours tend to ABM Method, 5 hour duration tends to Mononobe Method and 8 hour duration tends to Tadashi Tanimoto Method. The results of this study have been compared with previous studies for Pekanbaru City, which of the two studies only rain with duration of 3 and 5 hours that have a match pattern.Keywords : The Pattern of rainfall distribution, Satellite rainfall data, Alternating Block Method (ABM), Modified Mononobe, Tadashi Tanimoto
Co-Authors Aisah kurnia utami Alfian Alfian Alfian Alfian Alfianis Alfianis Aminaton Marto Aminuyati Andy Hendri, MT, Andy Anggraini Lenry Rahman Annisa Destiany Aqilla Aqilla Aqilla, Aqilla Aras Mulyadi Arbaini Ardi Wahyudi Ardiminsyah Ardiminsyah Ari Sandhyavitri Ari Sandhyavitri Ary Sandhyavitri Asda Usradinda Astari, Kemala Fitri Aswal Fitra Yadi Bambang Siswanto Bambang Sudjatmoko Bambang Sujatmoko Binhar, Mathrab Bochari - Bunga Rabby Zalfi Bunga Rafikah Zaki Cahyono, Sandi Citra Perdana Cuprtino Tamba Darmawan, Igeny Dwiana Deddy Prasetyo Utomo Dehas Abdaa Dent Siloana Dickky Yusman Dwi Puspo Handoyo Dwi Puspo Handoyo, Dwi Puspo Edwar AR Effendi Sianipar Ega Riana Tovani Eki Efrizal, Eki Ela Fitriana Ela Fitriana Elsa Rina S Ermiyati Ermiyati Ermiyati Ermiyati Ermiyati, Ermiyati Erza Ismi Lariza Fachrunnisa Fakhri Fakhri Fakhri, Fakhri Fardian, Herry Farizki Afdalindra Ihsan Fatiha Nadia Fatiha Nadia, Fatiha Fauzan Mahdinal Ferry Fatnanta Fitri Landari Fitri Yuniar Handayani Ghiffa Syauqiyya Harahap Habrio Ilva Hafid Muhaimin Hasward Harahap, Ghiffa Syauqiyya Hardiman Hardiman Haryo Dipa Hasward, Hafid Muhaimin Hendra Muchlis Hendra Muchlis Herry Fardian Husnah Husnah Imam Suprayogi Indra Kuswoyo Insan Ikhsan Isnandi, Ari Jusatria Keisuke Murakami Khairul Rizal Kiky Yahdita Lita Darmayanti Lovina, Fitri Luluk Masfufa M Ramadani M. Rizki E. Janrosl Maijoni, Tri Mailino, Vemby Malik Habibillah Mardan Fajri Mardani Sebayang Marganda Simamora Mariani Damanik Marisya Wahyuna Marta Yudha Ozman Mashuri Mathrab Binhar Matrab Binhar Mega Putri Komalasari Mifta Khairiah Mintio, Reygi Raica Mohd Syarwan Mualifudin, Achmad Muhammad Ikhsan Muhammad Shalahuddin Muhammad Wildan Pahlevi Muhammad Yusa Muhardi Nafisah Nafisah Nahar Afrizal Nessa Riana Putri, Nessa Riana Niko Erdi Putra Novan, Andre Nurdin Nurdin Nurdin Nurdin Nurhasanah Junia Nurhasanah Nurhasanah Raeni Evanta Br. Tarigan Rafit Mahendra Rahayu, Indah Tri Rahman Wahidin Miatullah Ramadhani Harahap Randhi Saily Rellyadi Saputra Laset Resty Agesti Handayani Resty Agesti Handayani Revi Lasmita Rianty Sihaloho Riau Satrya Alamsyah Ricca, Randi Rangkuti Putra Rico Ardiansyah Amri Rifardi Rinaldi Rinaldi Rinaldi Rinaldi Ririn Rindayani Rizal, Khairul Rizki Ramadhan Husaini Rizki Rianda Putra Rizky Eka Putra Rizky Eka Putra, Rizky Eka Rosmiati Ahmad Rumambi, Ridho S Siswanto S.Pd. M Kes I Ketut Sudiana . Sadewa Sabihi Safari Tri Septanto Salvi Novita Sandi Cahyono Sharie, Barcha Yolandha Sigit Sitikno, Sigit SIGIT SUTOKNO Siswanto - Siswanto, Siswanto Soewignjo Agus Nugroho Sovia Revina Sudarmanto Sudarmanto Sudjatmoko, Bambang Suprasman Suprasman Sutikno, Sigit SUTOKNO, SIGIT Swary Aristi Syarifah Sophia Vinka Zafani Tampubolon, Hotmauli Thessalonika Thessalonika Thessalonika, Thessalonika Tiurma Monalisa Siahaan Tri Maijoni Trimaijon Trimaijon Trimaijon, Trimaijon Verawati Wahyuna, Marisya Wibowo Suarno Putra Widya Safitri Wiliya, Wiliya Yenita Morena Yohanna Lilis H Yulasni Astri Yuli Hendra Yundari, Yundari Zaky Ilhami Zulkarnain Zulkarnain Zulkarnain Zulkarnain ZULKIFLI ZULKIFLI