By Sangwon Chae, Soon-Bin Yim, Youngshin Han (auth.), Jong-Hyun Kim, Kangsun Lee, Satoshi Tanaka, Soo-Hyun Park (eds.)
This e-book is a compilation of analysis accomplishments within the fields of modeling, simulation, and their functions, as offered at AsiaSim 2011 (Asia Simulation convention 2011). The convention, held in Seoul, Korea, November 16–18, was once geared up via ASIASIM (Federation of Asian Simulation Societies), KSS (Korea Society for Simulation), CASS (Chinese organization for procedure Simulation), and JSST (Japan Society for Simulation Technology). AsiaSim 2011 supplied a discussion board for scientists, academicians, and pros from the Asia-Pacific sector and different elements of the realm to proportion their newest interesting learn findings in modeling and simulation methodologies, suggestions, and their instruments and purposes in army, communique community, undefined, and basic engineering problems.
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Additional resources for Advanced Methods, Techniques, and Applications in Modeling and Simulation: Asia Simulation Conference 2011, Seoul, Korea, November 2011, Proceedings
While, the simulation time is 2,864 seconds for 2,000 sensor nodes: about 89 times slower when compared to 200 sensor nodes. It is due to the longer queue operation time that is caused by the increased number of accesses to the event queue as shown in Fig. 3(b). Such a phenomenon is already predicted by formulas in Section 5. Fig. 3. The simulation results according to the number of sensor nodes in single simulation. (a) Simulation time. (b) The number of accesses to event queue. The second experiment is performed to measure speedups as the number of LPs is increased from two to ten when the number of sensor nodes is fixed to 2,000.
Res. 67, 4375–4387 (1962) 6. : A theoretical analysis of groundwater flow in small drainage basins. J. Geophys. Res. jp Abstract. The parameter α , which at first was introduced to modify the coordinate of the equilibrium point of Euler’s equations, is used to represent the canonical equations of (θ , pθ ) for Lagrange’s top. We then take a perspective approach to the top by doing an analysis of the potential function U (θ , α ) , and settle on a mapping between typical motions of the top and the values of α .
F90 was developed for calculating the flow rate vectors from the heads. f90 was developed for calculating the flow functions from the flow rate vectors. 6 Calculation and Results Three computer programs were applied to the field-measured table heights in Table 1. The grid internals ∆x and ∆y are set to 500 and 10 ft, respectively. The calculated heads and flow functions are plotted as contours in Figures 3 and 4. Plots of flow lines and equipotential lines are called flow-nets. Flow-nets are useful in depicting groundwater flow paths and calculating flux through the system.
Advanced Methods, Techniques, and Applications in Modeling and Simulation: Asia Simulation Conference 2011, Seoul, Korea, November 2011, Proceedings by Sangwon Chae, Soon-Bin Yim, Youngshin Han (auth.), Jong-Hyun Kim, Kangsun Lee, Satoshi Tanaka, Soo-Hyun Park (eds.)