Article Per Year (5 Year)
p-Index From 2020 - 2025
8.478
P-Index
This Author published in this journals
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
Agriculture, Biological Sciences & Forestry Arts Humanities Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mechanical Engineering Nursing Physics Public Health Social Sciences Transportation Other

Published : 135 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 135 Documents
Search

 3   4   5   6   7 
Analisis Indeks Kekeringan Daerah Aliran Sungai Batang Anai Dengan Menggunakan Metode Standardized Precipitation Index Nurhasanah Nurhasanah; Manyuk Fauzi; Trimaijon Trimaijon
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 5, No 1 (2018): Wisuda April Tahun 2018
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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

Abstract

There are several problems related to water resources such as floods and drought. One of the critical issue is drought. Drought is a nature phenomenon which is considered as common dangers which occurs in accordance of climate cycle related to hydrological cycle that affected by rainfall. Drought that affected only by rainfall is meteorological drought which is an early indication of drought. Based on the large impact, it is necessary to analyze index of dryness to find out the level of dryness as the early warning of further droughts. The location of the research was the Batang Anai watersheds which is one of water source of agricultural sector in Sumatera Barat Province. Standardized Precipitation Index (SPI) was one of the methods to analyze drought index in an area. The calculation was done based on rainfall data of half monthly period and monthly period from 1997 to 2016 on every rain station in DAS Batang Anai. The result of SPI drought index was correlated with Indian Ocean Dipole (IOD) phenomenon and then was mapped using ARC GIS software with tools Polygoon Thiessen. The final result of this research showed that in half period the highest value of drought index was -2,3811 (January, 1st periode, 2013) with extreme drought classification. While in monthly period, the value of drought index was -1,9183 (January, 2012) with very dry classification. This research also showed the suitability of SPI drought index with IOD drought phenomenon which has suitable average 70,14%.Keywords : Drought index, Standardized Precipitation Index, GIS, Indian Ocean Dipole
Aplikasi Model Hidrologi Konseptual Untuk Pengalihragaman Hujan Debit Menggunakan Pendekatan GR4J (Studi Kasus : Sub Das Indragiri Bagian Hulu) Safari Tri Septanto; Imam Suprayogi; Manyuk Fauzi
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 2, No 2 (2015): Wisuda Oktober Tahun 2015
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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

Abstract

On this study to review the rainfall-runoff modeling of GR4J (Ge'nie Rural a`4parame`tres Journalier) on Watershed (DAS) Indragiri Bagian Hulu. In this study using two methods:by modeling GR4J and length of the data elaboration method for calibration and verification. This GR4J models using input data including daily data of rainfall at the Lubuk Ramo stationand daily data of evapotranspiration potential is the result of a program CropWat within input data is climatological data at Sentajo stations, modeling results is tested using daily data of discharge observations on the Pulau Berhala station. This modeling to optimize four free parameters such as Maximum Capacity Production Store (X1) is 1200,00 mm, Coefficient Changes in Ground water (X2) is 3,00 mm, Maximum Capacity Routing Store (X3) is 20,00 mm, and Peak Time Ordinate unit hydrograph (X4) 24,75 days. In the second method, performed of calibration in certainly year and verification in thereafther. As a determinant of the model’s success is use dequation NashSutcliffe Coefficient (R2) and the correlation coefficien tmethod (R) to calculate the deviation occurs.Keywords : GR4J, Calibration, Verification.
Penelusuran Banjir (Flood Routing) Terhadap Muka Air Sungai Dengan Metode Jaringan Saraf Tiruan (Studi Kasus DAS Kampar Dan DAS Siak) Rico Ardiansyah Amri; Manyuk Fauzi; Siswanto Siswanto
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

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

Abstract

River water level data forecasting Qn to Qn+1 by using Artificial Neural Network model approach Backpropagation algorithm produces good value if the value of the correlation between upstream and downstream AWLR good enough, it can be seen from the process of training, testing and validation of the neural network that generates the value correlation learning high enough. Where in the wake of the artificial neural network model Backporagation algorithms using MATLAB programs, such as for this parameter is Epoch = 2000, Ir = 0.1, mc = 0.9. Data Variation 70 (training) and 30 (Tests), it is proven in testing the artificial neural network model is applied to predict water levels in 2012. So this data can be a flood early warning system in the downstream areas of the river.Keyword : neural network, the back propagation algorithm, face high water forecasting
Analisis Karakteristik DAS Di Kota Pekanbaru Berbasis Sistem Imformasi Geografis Untuk Menganalisis Hidrograf Satuan Sintetik Fatiha Nadia; Manyuk Fauzi; Ary Sandhyavitri
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 3, No 1 (2016): Wisuda Februari Tahun 2016
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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

Abstract

A physical characteristic of a river is specifically able to describ by the morphometry parameters of a watershed. One method avalaible to analyze the characteristics of river stream is by itilizing the Digital Elevation Model (DEM) data obtained from the satellite image. Then this is processed by the GeographicInformation System (GIS) in order to develop river network mapping. Watershed characteristic data can be used to calculate the flood discharge using synthetic unit hydrograph method. Flood discharge data is used in many fields of waterresource design such as drainage, dams, and many others. Syhntetic unit hydrograph is the most pratical and simple method analyze flood discharge at watersheds which are not measurable. The most popular type of HSS is Gama Iand Nakayasu method. The principle of unit hydrograph with one millimeter of direct runoff is used to determine the most appropriate synthetic unit hydrograph method to be applied in watershed. In the case study of Siak-sub-watershed,Nakayasu method provides better result with less than 5% of error value and HDRO value close to 1 mm.Key words: Watershed characteristic, GIS, Gama I, Nakayasu, DRO
Pemodelan Parameter a Pada Hidrograf Satuan Sintetik Nakayasu (Studi Banding Dengan Hidrograf Satuan Sintetik Gama 1) M Ramadani; Manyuk Fauzi; Yohanna Lilis Handayani
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 1, No 1 (2014): Wisuda Februari Tahun 2014
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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

Abstract

Choosen of hydrograph parameter  (α)  on hydrograph synthetic of Nakayasu is subjective depends on raising and recession of the hydrograph’s arc and often got problem on choosen hydrograph parameter (α). The research aims are to determine equation of α (alpha) on hydrograph synthetic of Nakayasu method, and also to analyse effect of river characteristics on α based on volume control. Results show that long of watershed and area of watershed were influenced equation of α..Calculation produce
Analisis Stabilitas Spillway Embung Lakuang Burai Kabupaten Limapuluh Kota Dent Siloana; Siswanto Siswanto; Manyuk Fauzi
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 7 (2020): Edisi 2 Juli s/d Desember 2020
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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

Abstract

Lakuang Burai Small dam is a permanent reservoir built in 2019 which is located in Kenagarian Taeh Bukit, Payakumbuh District, Limapuluh Kota Regency. In the dry season there is a lack of water reserves in Kenagarian Taeh Bukit. Seeing this problem, the central government built a reservoir that is expected to be able to accommodate water reserves during the rainy season and can be used during the dry season.The initial steps undertaken in this analysis are hydrological analysis, determination of rainfall, analysis of rainfall in Log Person Type III method, calculation of design flood for 50-year return period using rational methods, hydraulic analysis, stability analysis embung for rolling force, shear force, eccentricity, and bearing capacity of the soil. The results of the analysis are design flood Q50 = 13.715 m3 / sec, ogee crest type with R = 0.27 m and height 5 m, effective weir width 6.42 m, stilling basin USBR Type III. Calculation of weir stability analysis at normal water level conditions: stability of overturning (Sf = 2.618 ≥ 1.5), stability of shear (Sf = 5.321 ≥ 1.5), eccentricity (e = 0.234 ≤ 1.10), bearing capacity of the soil (σ1 = 27.079 ≤ 40 and σ2 = 17.574 ≤ 40). Stability values in flood water conditions: stability of overturning (Sf = 4.532 ≥ 1.5), stability of shear (Sf = 12.720 ≥ 1.5), eccentricity (e = -0.695 ≤1.10), bearing capacity of the soil (σ1 = 8.029 ≤ 40 and σ2 = 35.632 ≤ 40). Keywords: Lakuang Burai small dam, Flood Discharge, Ogee Type, Spillway Stability
Analisis Statistik Data Curah Hujan Harian Pada Das Siak Berdasarkan Aic (Akaike Information Criterion) Mega Putri Komalasari; Bambang Sujatmoko; Manyuk Fauzi
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 5 (2018): Edisi 2 Juli s/d Desember 2018
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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

Abstract

Analysis of hydrological data is needed to determine the rainfall characteristics that suitable to space and time. Analysis of hydrological data can interpret the possibility of an upcoming event based on the data from the past. This interpretation uses probability distribution. The probability distribution that commonly used is Gamma Distribution, Exponential Distribution, Normal Distribution, Normal Log Distribution, Gumbel Distribution, and Log Person III Distribution. The purpose of this study was to choose the probability distribution based on Akaike Information Criterion (AIC) and to determine its compatibility with the Chi Square test and the Smirnov Kolmogorov test. The maximum likelihood value of each data distribution is evaluated by AIC value. The distribution that has the smallest AIC values were re-tested with Chi Square test and Smirnov Kolmogorov test. The results showed that in the Siak River Basin, Normal Distribution has the smallest AIC value with AIC value -2.203 for Buatan Station, -2.486 for Kandis Station, -2.939 for Pekanbaru Station and -3.184 for Petapahan Baru Station. However, Normal Distribution can not be accepted as the best distribution according to Chi Square test and Smirnov Kolmogorov test.Keywords: Akaike Information Criterion (AIC), Probability Distribution, Chi Square test, Smirnov Kolmogorov test
Komparasi Kajian Model Hidrologi Runtun Waktu Menggunakan Soft Computing (Studi Kasus : DAS Siak Hulu) Luluk Masfufa; 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

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

Abstract

There are several methods that can be used to predict discharge some future time, but the results still have relatively high error value. The use of models softcomputing a method that can be used to model a hydrological analysis such as forecasting discharge. Adaptive Neuro Fuzzy Inference System (ANFIS) is one softcomputing models that have proven reliability in conducting hydrological analysis as to forecast the flood discharge, and long reservoir inflow of seawater intrusion.Reliability ANFIS models need to be tested in the analysis of hydrological especially to predict discharge.ANFIS models were built to predict discharge using the main data is data on Tapung river left in the year 2002-2012 (except on taun 2007). Then ANFIS foresees the discharge of each of the data sources and analyze the magnitude of the error forecasting results debit ANFIS models. Then the forecast results will be compared with the results of forecasting with ANN method.Results discharge by using ANFIS models showed excellent results with test parameter value statistical correlation coefficient (R) of more than 0.75 are included in the category of correlation is very strong. To forecast results debit ANFIS models, yielding a value of correlation (R) of 0.99 while the forecast results debit ANN method produces a value of correlation (R) of 0.94903.Keywords: hydrological analysis, tidal forecasting, softcomputing, ANFIS.
Bentuk Distribusi Hujan Jam - Jaman Kabupaten Kampar Berdasarkan Data Satelit Thessalonika Thessalonika; Yohanna Lilis Handayani; Manyuk Fauzi
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 5, No 1 (2018): Wisuda April Tahun 2018
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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

Abstract

Rainfall distribution is one of the parameters required for calculations of the design flood. The pattern of rainfall distribution is the mean of rainfall expressed in a graph that describe time function to variation in depth of rainfall. The pattern of rainfall distribution is obtained in two method, empirical method and averaging hourly rainfall data. The rainfall data used is obtained from TRMM JAXA in eight years (2009-2016) for Kampar Regency. In this research, the approach of distribution form between empirical methods with the hourly rainfall data average of TRMM to simplify the acquisition pattern of rainfall distribution. The empirical method used is Alternating Block Method (ABM), Modified Mononobe, and Tadashi Tanimoto. Based on TRMM rainfall data, that rainfall duration was dominated by one hours rainfall events. The analysis results for pattern of rainfall distribution approach of TRMM JAXA with empirical method shows that designed rainfall duration (3 to 8 hours) tends to approach Alternating Block Method (ABM) pattern.Keywords: Rainfall distribution, satellite rainfall data, Alternating Block Method, Modified Mononobe, Tadashi Tanimoto
Penilaian Kinerja Sarana Dan Prasarana Daerah Irigasi (DI) Desa Muara Jalai Kabupaten Kampar Yulasni Astri; Manyuk Fauzi; Rinaldi Rinaldi
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

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

Abstract

Rice production in Indonesia is affected one of which is infrastructure of irrigation. Irrigation area that was built require Operations and Maintenance in order to function properly. This study aims to evaluate the performance of operation and maintenance on Muara Jalai irrigation system. Some indicators based of Permen PU No.12/PRT/M/2015 was used to determine the performance of the irrigation system such as physical infrastructure, plant productivity, supporting facilities, personnel organization, documentation and water user association (P3A). This result showed that total intex of performance of irrigation system on Muara Jalai is 63,65%. This result classified for bad category and need attantion.Keywords : Operations and Maintenance, irrigation system performance, Permen PU No.12/PRT/M/2015
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 Isnandi Ari Sandhyavitri Ari Sandhyavitri Ary Sandhyavitri Asda Usradinda Astari, Kemala Fitri Aswal Fitra Yadi Bambang Siswanto Bambang Sudjatmoko Bambang Sujatmoko Barcha Yolandha Sharie Binhar, Mathrab Bochari - Bunga Rabby Zalfi Bunga Rafikah Zaki 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, 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 Jusatria Keisuke Murakami Khairul Rizal Kiky Yahdita Lita Darmayanti Lovina, Fitri Luluk Masfufa M Ramadani M. Rizki E. Janrosl Maijoni, Tri 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 Misriyani, Merley 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 Nurhasanah Junia Nurhasanah Nurhasanah Raeni Evanta Br. Tarigan Rafit Mahendra Rahayu, Indah Tri Rahman Wahidin Miatullah Ramadhani Harahap Randhi Saily Randi Rangkuti Putra Ricca Rellyadi Saputra Laset Resty Agesti Handayani Resty Agesti Handayani Revi Lasmita Rianty Sihaloho Riau Satrya Alamsyah Rico Ardiansyah Amri Rifardi 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 Sigit Sitikno, Sigit SIGIT SUTOKNO Siswanto - Siswanto, Siswanto Soewignjo Agus Nugroho Sovia Revina Sudarmanto Sudarmanto Suprasman Suprasman Sutikno, Sigit SUTOKNO, SIGIT Swary Aristi Syarifah Sophia Vinka Zafani Tampubolon, Hotmauli Thessalonika Thessalonika Tiurma Monalisa Siahaan Tri Maijoni Trimaijon Trimaijon Vemby Mailino 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