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All Journal JOURNAL TEKNIK SIPIL DAN INFRASTRUKTUR MEKTEK DINAMIKA DOTCOM JURNAL PENDIDIKAN KEPERAWATAN INDONESIA Jendela Olahraga Manuju : Malahayati Nursing Journal Faletehan Health Journal Arthavidya Jurnal Ilmiah Ekonomi Jurnal Keperawatan dan Kesehatan Jurnal Peduli Masyarakat JSES : Journal of Sport and Exercise Science Indonesian Journal of Global Health research Journal of Sport Coaching and Physical Education Jurnal Ilmiah Pamenang (JIP) Community Empowerment REKONSTRUKSI TADULAKO: Civil Engineering Journal on Research and Development Jurnal Simki Economic Journal of Physical Activity and Sports (JPAS) Jurnal Pengabdian Olahraga Masyarakat JINTAN : Jurnal Ilmu Keperawatan Jurnal Kesehatan Kusuma Husada DUNIA KEPERAWATAN: JURNAL KEPERAWATAN DAN KESEHATAN Dikdimas : Jurnal Pengabdian Kepada Masyarakat Physical Education and Sports: Studies and Research
Setiyawan Setiyawan
STMIK AMIKOM Yogyakarta
Agriculture, Biological Sciences & Forestry Arts Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Engineering Environmental Science Health Professions Immunology & microbiology Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Medicine & Pharmacology Neuroscience Nursing Public Health Social Sciences Transportation Other

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Journal : MEKTEK

 1 
PEMODELAN NUMERIK ALIRAN FLUIDA PADA TIANG SILINDER DENGAN METODE BEDA HINGGA Anasiru, Triyanti; Setiyawan, Setiyawan
MEKTEK Vol 12, No 1 (2010)
Publisher : MEKTEK

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (665.552 KB)

Abstract

Fluid flow in nature represent stream three dimension. For example, coordinate of Cartesian of streamrepresent variable of component instruct X, Y and Z. Equation of the Stream developed from ConservationLaws Of Mass and Punish Newton II, later recognized with equation of continuity and equation of motionmean of Navier Stokes.This Writing aim to to get model of numeric for case of simple fluid flow and the fluid flow which through ofpillar cylinder by using method different till. And also make analysis to result resolving of the problems.In test model program made to be conducted by using uniform stream for the ideal fluid by discrete 152 X 52Grid. This model tried to be made ideal fluid (unviscous, incompressible and unsteady). This model intendedto can see stability use of different model till in resolving of case of hydrodynamics and fluid dynamicsAnalyze performed within this writing for example every price early to model fluid case of uniform stream byusing program of Matlab 7.1 giving different result for the same case depend on initially condition. Fromresult analyze the way of handling of boundary condition very influence result of calculation. In general thecorrectness mount if order correctness of different operator till used mount
STUDI KOMPERATIF FUNGSI KERAPATAN OBSERVASI DENGAN FUNGSI KERAPATAN RAYLEIGH Anasiru, Triyanti; Setiyawan, Setiyawan
MEKTEK Vol 12, No 2 (2010)
Publisher : MEKTEK

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Abstract

Observation data time series, used input to determine characteristic wave sea. Parameter wave is important for the infrastructure sea. Inveterate method used analyse parameter wave analyse domain frequency in ensemble average.This writing is research aim to learn step process data field till got parameter wave for infrastructure planning sea.Method this writing is plot of original data time series, plot time series which zero-mean and eliminated trend, making tables & draw histogram frequency change face irrigate, making tables & draw function density change face irrigate, f(η), comparing function density which got, with function of Gauss density, calculated deviasi (δ), or error, between function theoretical density with function density from data.To each data, conduct zero-upcrossing at data, to get high data wave. To each high data & perioda wave which got, making tables & draw histogram high frequency wave, making tables & draw function high density wave, calculating Hmax, H1/10, H1/3, Hrata2, Hmin and Tmax, T1/10, T1/3, Trata2, Tmin, HRMS, comparing function of density which got, with function of Rayleigh density, calculated deviasi (δ), or error, between function theoretical density with function density from data
Co-Authors Abdulrahim, N. Adnyani, Niang Affandy, Erwin Aji, Rachma Bayu Andi Rusdin Andri Nugraha Anzar, Lisa Arnita Atiek Murharyati Bertika Kusuma Prastiwi BUYUNG KUSUMAWARDHANA, BUYUNG Dianah, Afifah Nur Donny Anhar Fahmi Ervina Apriyanti, Fika Kartina, Irna Kurniawan, Risky Sandy Maftukin Hudah, Maftukin Maharani Bachtiar, Dhea Muthoharoh, Layly Nur Zaidah, Noviana Nursahira, Meirina Prasetyo, Ponco Pratama, Dani Slamet Puji Nuraini, Riris Putri, Amanda Junikha Sintia Putri, Diyanah Syolihan Rinjani Rahma Shela, Yeni Rahmad, Muhamad Nur Ratimiasih, Yulia Rima Agustin, Wahyu Rima Agustin, Wahyu Rima Agustin Rina Irawati Rizal, David Sahuri Teguh kurniawan, Sahuri Teguh Saliva, Juvito Mali da Sari, Ayu Novita Sarmento, Virgilio Septiana, Tiara Setaiwan, Danang Aji Sulisetyawati, S Dwi Sulisetyawati, S Dwi Sulisetyawati, S Dwi Sulisetyawati, S. Dwi Susanti, Selliyana Teguh Santoso Triyanti Anasiru Ulatningsih, Erni Vera Wim Andiese Wahyu Rima Agustin Widiyatmoko, Fajar Ari Widiyatmoko, Fajri Ari Winanto, Thosama Jorgy Yanto, Yoseph Uli Zaidah, Noviana Nur