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Journal : APTEK

KAJIAN LAJU SEDIMENTASI WADUK PLTA KOTO PANJANG DALAM UPAYA MELESTARIKAN KESINAMBUNGAN ENERGI LISTRIK PROVINSI RIAU Imam Suprayogi; Bochari -
Jurnal APTEK Vol. 2 No. 1 (2010): APLIKASI TEKNOLOGI
Publisher : Universitas Pasir Pengaraian

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (454.508 KB) | DOI: 10.30606/aptk.v2i1.28

Abstract

Reservoirs in the wet tropics generally have a fairly rapid sedimentation problems. Not infrequently happens that has begun to operate reservoirs showed symptoms of increased sedimentation. This paper aims to find and solve problems that arise due to the high rate of sedimentation and deposition in the Koto Panjang reservoir hydropower, Riau province in an effort to preserve the continuity of electric energy in Riau Province. Method approach taken to describe the pattern of relationship between flow rate, sedimentation and the characteristics of the reservoir as a basis for watershed management in the upstream using regression equations developed by Singh and Chen (1982). The results of the investigation show that the land area (Af) in the upstream has a dominant influence on the rate of annual sediment entering the Koto Panjang reservoir hydropower. For the reduction of land area by 15%, an increase in the volume of sediment from 1.4 million m3 to 11.4 million m3.
PREDIKSI KETERSEDIAAN AIR SEBUAH DAERAH ALIRAN SUNGAI MENGGUNAKAN PENDEKATAN MODEL RAINRUN Imam Suprayogi; Manyuk Fauzi; Bochari -; Resty Agesti Handayani
Jurnal APTEK Vol. 4 No. 2 (2012): APLIKASI TEKNOLOGI
Publisher : Universitas Pasir Pengaraian

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (355.104 KB) | DOI: 10.30606/aptk.v4i2.60

Abstract

Dependable flow analysis is often difficult to predict, because influenced by natural phenomena and there are have variability of space and time. In analysis dependable flow especially the Sumatera region, usual model is used is Mock Model . However the level of reliability and accuracy have not been fully answered than the prediction of dependable flow. So it needs to be tested using a model that other rainfall-run off.The model approach used in this study is RainRun, that to predict dependable flow for applied on Sumatera region. Data is used to apply of RainRun model is Indragiri Basin for the years 1995 to 1999 are rainfall, climatological and measured discharge.The result study showed that the RainRun model to Indragiri Basin in calibration phase Root Mean Square Error (RMSE) value respectively 1,327% and verification obtained RMSE value respectively 2,811 %. Where as Mock watershed model for same Basin in calibration phase RMSE value 5,298% and the verification phase is obtained RMSE value 13,760 %. The results of comparative models RainRun and models Mock by using statistical parameter RMSE test RainRun models showed a lower error rate than the model of Mock.
PENDEKATAN MODEL MATEMATIKA SATU DIMENSI PADA SALURAN PENGENDAP PASIR Imam Suprayogi; Anton Ariyanto
Jurnal APTEK Vol. 2 No. 1 (2010): APLIKASI TEKNOLOGI
Publisher : Universitas Pasir Pengaraian

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (456.156 KB) | DOI: 10.30606/aptk.v2i1.22

Abstract

Sandtrap channels are usually found at rivers intake for irrigation purposes. These channel were made to settle sands and prevent them from entering the irrigation channel. As result, the water that enter the irrigation channel will be relatively clean (with small concentration). This objective of this research applying finite different method to solve water flow differential equation as the basis computer`s software construction using Borland Delphi 5 language for sand trap, testing model`s ability against field measurement result, also applying efficiency point and sediment simulation of sandtraps.The analysis of discharge data, flow velocity, water depth, and field measurement result data as basis for total load calculation using Engelund Hansen, Leo Van Rijn, and Enstein Brown formulation approach. The result is using as an input data for sandtrap`s one dimensional empirical model formulation , which was developed by Eysink Vermaas (1983).
KAJIAN RENCANA ANGGARAN BIAYA (RAB) UNTUK NORMALISASI SUNGAI MENDOL KECAMATAN KUALA KAMPAR KABUPATEN PELALAWAN Nurdin -; Imam Suprayogi; Bochari -
Jurnal APTEK Vol. 4 No. 1 (2012): APLIKASI TEKNOLOGI
Publisher : Universitas Pasir Pengaraian

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (374.085 KB) | DOI: 10.30606/aptk.v4i1.52

Abstract

The aim of this research was analyze cost estimation budgeting for river normalization of length 6 kms atau 6000 m from River Mouth of Mendol, Kuala Kampar Residence, Pelalawan District, Riau Province. Method was used used to analyze bad level design of Mendol River using Linearly Method Software’s Excel 7.0. The result of this research prove that bad level design of Mendol River from upstream to downstream (river mouth) is 0.07% and cost estimation budgeting is Rp.614.841.965.
FENOMENA KEHILANGAN ENERGI PADA PIPA MENGGUNAKANPENDEKATANMODEL FISIK SKALA LABORATORIUM Imam Suprayogi; Bochari -; Joleha -
Jurnal APTEK Vol. 6 No. 2 (2014): APLIKASI TEKNOLOGI
Publisher : Universitas Pasir Pengaraian

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (488.417 KB) | DOI: 10.30606/aptk.v6i2.102

Abstract

The main purpose of this research is doing a review of inpipe energy loss using a laboratory-scalephysical model approach to establish the graphic of relation pattern between friction factor (f) toReynoldsNumbers (Re) and also the graphic of relation pattern between pressure height (h) to the stream’svelocity (v).This research used a laboratory-scale physical model approach. The instrument used wasPipeFrictionApparatus which equipped withHydraulicBenchmade by ArmfieldInc., USA in 2006.The main resultproved that the amount of in-pipe energy loss (hf) was highly influenced by the friction coefficientparameter (f), pipe diameter (D), pipe length (L) and also the velocity of in-pipe stream (v). The secondaryresult showed the type of stream in this laboratory-scale research was a turbulence one.
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