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"ABSTRAKFluid dynamics analysis can be accurately approximated by using a computer-based numerical method. Rely on the mass and momentum governing equation, the mathematics model for the compressible condition is numerically difficult to overcome. Through an artificial compressibility method, the quasi compressible condition solution can be simplified. This study will investigate the classical lid-driven cavity case model to affirm the artificial compressibility method. The result shows that the current model is in-line with the previous study for the lid-driven cavity case. A conventional benchmark with the previous numerical study is shown as wel"

"Penelitian ini dilakukan untuk mendapatkan informasi geoteknik sampah perkotaan Indonesia. Informasi yang dimaksud meliputi berat jenis dan indeks kompresibiltasnya. Pengujian dirancang untuk mengetahui besar pengaruh perbedaan ukuran komponen-komponen sampah dan peristiwa dekomposisi terhadap kompresibilitas sampah perkotaan. Sampah perkotaan artificial dikembangkan agar komposisi sampah perkotaan lebih mudah dikontrol. Metode uji kompresi yang digunakan diadopsi dan dimodifikasi dari metode konsolidasi pada tanah lempung, yaitu dengan metode constant rate of strain. Analisis data menunjukkan bahwa karakteristik geoteknik sampah perkotaan artifisial yang diuji dipengaruhi oleh ukuran partikel dan lamanya waktu dekomposisi. Pengujian yang dilakukan pada sampel dengan ukuran lebih besar menunjukkan kecenderungan peningkatan nilai berat unit, indeks kompresi dan rekompresi. Sampel dengan waktu dekomposisi lebih lama menunjukkan kecenderungan peningkatan pada berat unit dan indeks kompresi serta penurunan pada indeks rekompresi.

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This project is proposed to determine the geotechnics information of municipal solid waste in Indonesia including its unit weight and compression index. This experiment is designed mainly to observe the effect of particle size and decomposition process on geotechnics properties of Indonesian type municipal solid waste. Artificial Municipal Solid Waste system is developed for much easier control. Constant Rate of Strain method is selected as the compression test which is an adoption and modification of consolidation test on clay.

Analysis on data shows that geotechnics characteristics of Indonesian type solid waste are similar with those reported by other researchers earlier. Calculated geotechnics parameters give observable change with respect to particle size and decomposition process. Result analysis shows that municipal solid wastes with larger particles size tend to have higher unit weight, compression index and recompression index. An increase in unit weight and compression index is also found for municipal solid wastes with longer decomposition time. However, the index of recompression of the samples tends to decrease for longer decomposition time."

"Penelitian ini dilakukan untuk mendapatkan informasi geoteknik sampah perkotaan Indonesia. Informasi yang dimaksud meliputi berat jenis dan indeks kompresibiltasnya. Pengujian dirancang untuk mengetahui besar pengaruh perbedaan ukuran komponen-komponen sampah dan peristiwa dekomposisi terhadap kompresibilitas sampah perkotaan. Sampah perkotaan artificial dikembangkan agar komposisi sampah perkotaan lebih mudah dikontrol. Metode uji kompresi yang digunakan diadopsi dan dimodifikasi dari metode konsolidasi pada tanah lempung, yaitu dengan metode constant rate of strain. Analisis data menunjukkan bahwa karakteristik geoteknik sampah perkotaan artifisial yang diuji dipengaruhi oleh ukuran partikel dan lamanya waktu dekomposisi. Pengujian yang dilakukan pada sampel dengan ukuran lebih besar menunjukkan kecenderungan peningkatan nilai berat unit, indeks kompresi dan rekompresi. Sampel dengan waktu dekomposisi lebih lama menunjukkan kecenderungan peningkatan pada berat unit dan indeks kompresi serta penurunan pada indeks rekompresi.

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This project is proposed to determine the geotechnics information of municipal solid waste in Indonesia including its unit weight and compression index. This experiment is designed mainly to observe the effect of particle size and decomposition process on geotechnics properties of Indonesian type municipal solid waste. Artificial Municipal Solid Waste system is developed for much easier control. Constant Rate of Strain method is selected as the compression test which is an adoption and modification of consolidation test on clay. Analysis on data shows that geotechnics characteristics of Indonesian type solid waste are similar with those reported by other researchers earlier. Calculated geotechnics parameters give observable change with respect to particle size and decomposition process. Result analysis shows that municipal solid wastes with larger particles size tend to have higher unit weight, compression index and recompression index. An increase in unit weight and compression index is also found for municipal solid wastes with longer decomposition time. However, the index of recompression of the samples tends to decrease for longer decomposition time."

"ABSTRACTThe Supercompressibility factor (Fv) of an Indonesian natural gas (CNG) has been determined in the temperature range from 303.15 K and 373.15 K, by using the new modified Burnett Apparatus. The maximum experimental pressure is about 12.5 MPa. In this paper, the value of Z(P) and Z(ρ) are compared with the value calculated from the experimental data based upon the method, which are recommended by American Gas Association such as PAR AGA-NX-19 mod (Standard Method) and AGA-Analysis Method. The analysis method is more accurate than other one, where the root-mean-squares error is less than 0.30% based on the relative deviation.∆Z = (Z_calc-Z_exp)/Z_exp . 100% of the experimental data calculation"

"This book provides an elementary introduction to some one-dimensional fluid flow problems involving shock waves in air. The differential equations of fluid flow are approximated by finite difference equations and these in turn are numerically integrated in a stepwise manner. Artificial viscosity is introduced into the numerical calculations in order to deal with shocks. The presentation is restricted to the finite-difference approach to solve the coupled differential equations of fluid flow as distinct from finite-volume or finite-element methods. This text presents the results arising from the numerical solution using Mathcad programming. Both plane and spherical shock waves are discussed with particular emphasis on very strong explosive shocks in air. "

"A study of the art and science of solving elliptic problems numerically, with an emphasis on problems that have important scientific and engineering applications, and that are solvable at moderate cost on computing machines."