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Imam Suprayogi
Jurusan Teknik Sipil Fakultas Teknik Universitas Riau
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Kajian Pemanfaatan Air Hujan Sebagai Pemenuhan Kebutuhan Air Bersih Di Pulau Kecil Studi Kasus : Desa Concong Tengah Kecamatan Concong Kabupaten Indragiri Hilir Indah Ameliana Beza; Yohanna Lilis H; Imam Suprayogi
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

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Abstract

The main purpose of research is to establish the quantitative hydrology individual scale rain water harvesting to meet water needs in the Middle District of Concong Concong village Indragiri Hilir. The method used is by using auxiliary program Rain Cycle 2 were simulated using community input data roof area (m2), the water needs based on the number of family members (m3/day) and daily rainfall data in a single year (mm / year). The main results of the study was to determine the quantitative hydrology rainwater harvesting to meet the needs of clean water for villagers in the Middle District of Concong Concong Indragiri Hilir ie the percentage of the amount of water which water is met for 3 tanks of at least 50% based on the water needs in 2010 through 2014.Keywords : Rain Water Harvesting, Hydrology Quantitative, Rain Cycle 2, Small Island
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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Abstract

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.
Analisa Pengaruh Perubahan Tata Guna Lahan Terhadap Sistem Drainase Kawasan Jalan Dorak Kota Selat Panjang Menggunakan Program Bantu EPA SWMM 5.0 Khoirul Ghofirin; Imam Suprayogi; Bambang Sujatmoko
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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Dorak street in Selat Panjang city an area that in the future is planned as a regional center of government, office and industrial. It is written in the Detailed Spatial Plan (RDTR) Selat Panjang city in 2013-2032.the condition of this area is still dominated by vegetation to absorb the rain now, but with the urban development plan, the vegetation region turned into housing, offices and trade. Such changes affect the condition of the drainage system on the road Dorak so flooding. To prevent more floods it was necessary to predict how much the flod’s high that occurred based on land use in 2032. This study uses EPA SWMM 5.0 to evaluate the ecurade problems. Based on the simulation results with the land usement in 2013 the occurred flood’s high was 0,416 m and the 2032 land usement and flood elevation of 1,165 m. With the change of land use in 2032 floods occur quite high. Gets approximate results with the recent flooding, flood prevention needs to be done by changing the dimensions of the channel. from the simulation results shown channel dimensions are able to cope with the flood is 2.5 m x 2.2 m by adding floodgates.Keywords: Flood, Drainage, EPA SWMM 5.0
Kajian Pemanfaatan Pemanenan Air Hujan Pada Fly Over Sebagai Alternatif Sumber Air Pertamanan Kota Menggunakan Pendekatan Konsep Eco-Drainase (Studi Kasus:Fly Over Simpang Jalan Jenderal Sudirman - Tuanku Tambusai Kota Pekanbaru) Geo Gifaj Ruci Adzano; Imam Suprayogi; Muhammad Reza
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

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Abstract

The average value of the free aquifers in Pekanbaru City continues to increase that marked increase in subsidence of groundwater impacted difficulty gaining ground water. Sourced from the Department of Public Works and Spatial Planning Pekanbaru city that watering park in Pekanbaru city used reservoir water from well located in Pekanbaru City Forest, Diponegoro Street, Sail District, Pekanbaru. The water is standard water for the provision of clean water. Therefore, it is necessary to find an alternative water source that can be used for watering City Park. One of them is rainwater. All this time, rainwater only allowed wasted and underused. Though rain water can be used for watering plants. Rain water can be use by rainwater harvesting technology. In this study conducted a study on the utilization of rainwater harvesting at the Fly Over Bridge at intersection of Jenderal Sudirman Street and Tuanku Tambusai Street Pekanbaru City as an alternative water source for City Park. To find the rainwater harvesting donation. Analysis Supported by the software of RainCycle Standard v2.0 program. The large contribution of rainwater harvesting produced is 19% of 120 m3 or 22.8 m3 everyday if not raining and at least 7.7% of 120 m3 or 9.24 m3 everyday if not raining. Keywords: Raincycle Water Harvesting, Fly Over, Alternative Water Resource
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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Abstract

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.
Peramalan Tinggi Gelombang Transmisi Dengan Permodelan Gelombang Irreguler Pada Pemecah Gelombang Kantong Pasir Tipe Tenggelam Menggunakan Artifical Neural Network (ANN) Muhammad Rico Saputra; Imam Suprayogi; Ferry Fatnanta
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

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Abstract

There are some conditions and problems in coastal engineering that can’t be solved by mathematical analysis. ANN method is a soft computing method has been usesd to solve many problems in any cases. Judging from the success of the research is the application of ANN method, it is necessary to prove the performance of the ANN method to predict transmission waves for sandbag breakwater.The Incoming wave, period, slope, width crest, freeboard, shape and arrangement of sandbags are the parameter that can be used as the test variables. The process to get the result is consisted by training, testing, and validation process. The algorithm used in the development of ANN model is backpropagation algorithm.The results obtained in this study indicate that the performance of the ANN model that has been made to produce the value of the test statistic parameters of the correlation coefficient (R) and Root Mean Square Error (RMSE) that categorized as a very strong correlation and has small error. The best forecasting scheme obtained that the forecasting which resulted in a correlation coefficient (R) is 0.95111 and RMSE value 0.6529 cm.Keywords: forecasting, ANN, Transmission waves, Breakwater
Model Hidrologi Runtun Waktu Untuk Analisis Hujan-Aliran Menggunakan Metode Gabungan Transformasi Wavelet- Ihacres (Studi Kasus : Sub DAS Lubuk Bendahara) Ardi Wahyudi; Imam Suprayogi; Manyuk Fauzi
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

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Abstract

IHACRES model is one of the well known rainfall-runoff model and have been successful in investigating the hydrology response of the various watersheds, espencially in indonesia. Previous research in the Rokan Sub-watershed, station AWLR Lubuk Bendahara, Riau Province. The results showed yhat the model IHACRES can be said is still not reliable enough or has not met since the value of R2 generated at simulation stage  at 0,341. It is necessary to further develop an approach using the combined model of wavelet transform – IHACRES with the aim to improve the performance rainfall-runoff model. The results showed that the best scheme in the calibration phase is scheme 1 (3 years calibration) a significant increase in overall input data is filtered in the form of rain data, climatology and streamflow using wavelet transform wherein R2 value of 0,369. While the results of statistical tests of coreelation coefficient (R) indicates that the Haar wavelet model of level 2 increased by 0,03 compared to the original data without filtering by value respectively 0,645 and 0,642. This value is considered a strong correlation. The results showed the use of wavelet transform – IHACRES proviede enhanced performance rainfall-runoff model.  Keyword : wavelet haar, wavelet transform, rainfall- runoff, IHACRES model
Kajian Potensi Ketersedian Air Menggunakan Model Neraca Air Bulanan Thornthwaite-Mather (Studi Kasus : Sub Das Subayang Kampar Kiri Hulu Cuprtino Tamba; 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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Abstract

Water quantity is an important factor in evaluating water resources. It must be measured directly, However not all of the watersheds has hydrology station, the quantity or the amount of the water can be measured by modeling. One of the simple models in estimating the potential of water each month is Thornthwaite-mather method. This method is based on water balance. The rain as an interior, the evapotranspiration and the discharge of water as superficial. The characteristics of the soil physically and the occlusionof land area as a processor. The aim of this research is to getan information about the appraising of the availability of the water per month. The result of this research shows that the appraising of the potential of the availability of water assumed that 50% of the surplus of the water will be become runoff. The Runoff computation of the surface will be start as soon as the dry season ending. (S>0)in which at this point, assumption 50% is used from the surplus that will be added to the run-off for the upcoming month in and the Runoffis the amount of the availability of the water in the sub watersheds Subayang of the water in the sub watersheds Subayang.In order to get the good result of the standard comparison.The result of the water measurement is better to be checked again.Keywords: Water potensial estimation, Direct mesurement
Perencanaan Kolam Retensi Pada Perumahan Mutiara Witayu Kecamatan Rumbai Koata Pekanbaru Rio Novi Awan; Imam Suprayogi; Jecky Asmura
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 4, No 1 (2017): Wisuda Februari Tahun 2017
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Flooding in Mutiara Witayu Recidence caused a big problem for the local communities. This situation led the government taking an action to relocate and plan a construction of retention pond as a settlement of the flood in the region. The purpose of this study was to get a sufficient retention pond capacity to accommodate the flood discharge at the sites. During it’s planning, hydrological analysis was conducted with rainfall data from the Office of Hydrology station for 20 years. Log Person III probability distribution and 5 year retense were used for the analysis. EPA SWMM program was used to analyze the flow of runoff existing in this study. The flooding problem was due to the runoff water which could not flow out into the outfall caused by the operation of the sluice. So it was necessary to accommodate the construction of retention pond during the discharge of the runoff of rainwater. The retention pond with a capacity of 23,000 m3 with a maximum depth of 1 m and ponded area of 23,000 m2, was planned in the study site. Based on the running program, it was found that the addition of a retention pond with that capacity could effectively accommodate the flood discharge at the sites. The cost required to build retention pond was Rp. 7,810,000,700.00 (Seven Billion Eight Hundred and Ten Million Seven Hundred Rupiahs).Keywords : Mutiara Witayu Recident, Flood, EPA SWMM, Retention Pond, Engineering Estimate
Analisis Kolam Retensi Sebagai Pengendalian Banjir Genangan Di Kecamatan Payung Sekaki Desyi Astuti; Siswanto Siswanto; Imam Suprayogi
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 3, No 1 (2016): Wisuda Februari Tahun 2016
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Abstract

The problems that occurred in the city of Pekanbaru precisely in the District Payung Sekaki Area that AKAP terminal road Bandar Raya Payung Sekaki namely flood inundation. Construction of retention ponds is one of the strategic measures that could be considered in an effort to control flooding in the city of Pekanbaru. From the calculation of flood discharge plan using Rational Method obtained flood discharge plan that is equal to 20,482 m3/s. Areas of study is divided into 9 subcathment which in total was 108,313 ha. From the analysis using EPA SWMM 5.0 obtained capacity retention pond is 18.000 m3 while the total volume of the incoming flood retention pond in the amount of 272.082,89 m3 thus the effectiveness of retention ponds to control floods in the amount of 7,35% with a return period of 25 years of planning.Keywords: flood discharge, retention ponds, flood control
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 Anto Ariyanto 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 - Budijono, Budijono Burhanudin Burhanudin Cahyono, Sandi Cahyono, Sandi Citra Perdana Cuprtino Tamba Daviq Chairilsyah Deddy Prasetyo Utomo Desyi Astuti Dewi Marni Edi Suhendri Edi Yusuf Adiman Effendi Sianipar Efri Maryoni Ega Riana Tovani Eki Efrizal, Eki Ela Fitriana Ela Fitriana Elianora - Elvi Yenie, Elvi Ermiyati Ermiyati - Ermiyati Ermiyati, Ermiyati Ermiyati, E fadly, Rendy Fahmi, Naufal Muhammad Fajri Rahmatullah 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 Gussyafri Habrio Ilva YR Hafidzilhaj Harys Hafiz Catur Anggoro Handrianti, Pipi Hardiman Hardiman Hendro Ekwarso Husnil Fitri 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 Muhammad Arif 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 Ranata, Nicola Rabb Randhi Saily Resty Agesti Handayani Resty Agesti Handayani Riady, Rony Rahmad Rinaldi Rinaldi Rio Novi Awan Ronald M Hutauruk Ronald Mangasi Hutauruk Rudi Hasmadan Safari Tri Septanto Safridatul Audah Salvi Novita Sandi Cahyono Saputra, Ricko Adi Saputra, Riola Satibi, Syawal Septya Ardiani Septya Ardiani Shalahuddin 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 Yasir Prayuna Yasir Prayuna Yenita Morena Yogi Septian Malik Yohana Lilis Handayani Yohanna Lilis H Yulasni Astri Zaim, Zaflis Zaky Ilhami Zulfan Saam Zulkifli ZULKIFLI ZULKIFLI Zulkifli Zulkifli