Accelerating Shallow Water Flow and Mass Transport Using Lattice Boltzmann Methods on GPUs. Kevin Tubbs Dell Global HPC Solutions Engineering
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1 Accelerating Shallow Water Flow and Mass Transport Using Lattice Boltzmann Methods on GPUs Kevin Tubbs Dell Global HPC Solutions Engineering
2 Introduction
3 Background and Overview Role of CFD Improve Environmental Predictions Used to Improve Decision and Policy Making Test and Evaluate Preventative Methods 3
4 Dell Global HPC Solutions Engineering Performance Analysis & Characterization - Node level - Cluster level Power Consumption and Energy Analysis Benchmark and Application Analysis - Industry Standard Benchmarks & Apps: HPL, NPB, NAMD - Focus Area Specific: CFD, Climate & Weather, Molecular Dynamics, etc. 4 Confidential
5 Why Accelereyes? Programmability Faster Writing Kernels Using Libraries Slower Instruction Set Optimization Compiler Directives Time - Consuming Easy-to-use
6 Lattice Boltzmann Methods
7 Lattice Boltzmann Method Overview: Modeling Shallow Water and Mass Transport Shallow Water Equation h ( hui ) + = 0 t x i 2 2 ( hu ) ( hu u ) h ( hu ) i i + = g + ν + Fi t xi xi 2 xj xj Advection Dispersion Equation for Solute Concentration ( hc) ( hu jc) i j C + = Dh ij + F t xj x x j C 1 ( ( eq) ) f + c f = f f t τ LB Numerical Formulation
8 Background: LBM f + f = f f τ Boltzmann equation e t Particle distribution function f(, xe,) t 1 ( ( eq) ) g(, xe,) t EDF ( ue ) 2 f h f h f 2 eq c s ue α 3 α 1 uu eq eq α = ωα + +, α > = α e e 2 e 2 e α > 0 LBM Grid e α ( hue ) 2 g C c hue 3 1 hu hu g hc g 2 eq sα α α eq eq α = ωα + +, α > α = α e e 2 he 2 he α > 0 ( 0,0) α = 0 ( α 1) π ( α 1) π = e cos,sin, α = 1,2,3,4 4 4 ( α 1) π ( α 1) π 2e cos,sin, α = 5, 6, 7,8 4 4 D2Q9 LBM
9 Background: LBM (cont.) Zeroth Moment First Moment LBM evolves in a two-step process Step 1. Collision Step 2. Streaming h= α f α hui = α eαi f 1 fα t fα t fα t fα t τ t + 2 e αi F i( x, t ) 6e eq ( x, ˆ) = ( x, ) ( ( x, ) ( x, )) α hc = α g α Chui = α eαig α ( x+ e, + ) = ( x, ˆ) f tt t f t α α α
10 Results: 1) Model Validation 2. Simulation Results
11 2D Dam Break: Backward Facing Step Domain: 12 m x 12 m Dam Break Initial Conditions Upstream: water depth 5 m Downstream: water depth 1m BC: Free Slip at walls for flow t = 0.5 s
12 2D Partial Dam Break Water Depth Surface t = 7.2 s Velocity Vector Field t = 7.2 s Domain: 200 m x 200 m Dam Break Initial Conditions Upstream: water depth 10m Downstream: water depth 5m BC: Free Slip at walls for flow, Impermeable for concentration
13 2D Continuous Release Mass Transport Problem Setup Domain: Infinite Shallow Water Pool Constant Water Depth 1 m τ s ( ( τ )) 1 A = sij hdij = t τ ( 12) Velocity Anisotropic Dispersion D h κ xx = u L Dyy h κt c = u κ / κ = 10 L T A
14 Domain: 800m x 200m Dam Break with Transport Initial Conditions o 2D Dam Break with Mass Transport Upstream: water depth 10m Downstream: water depth 5m BC: Free Slip at walls for flow Time Snap shots t = 10 s t = 30 s t = 60 s t = 90 s
15 2D Dam Break with Mass Transport Domain: 800 m x 200 m Dam Break with Transport Initial Conditions o Upstream: water depth 10m, Concentration 0.7 Downstream: water depth 5m, Concentration 0.2 BC: Free Slip at walls for flow, Impermeable for concentration Time Snap shots t = 10 s t = 30 s t = 60 s t = 90 s D = k u δ + k k ( ) ij L ij L T uu i j h g u Cz k L = 5.93 k = 0.23 T
16 Performance
17 2D Dam Break: Backward Facing Step
18 2D Continuous Release Mass Transport
19 2D Dam Break with Mass Transport
20 Summary LBM is a flexible algorithm for various CFD simulations Tools from Accelereyes allow rapid development and validation of LBM based CFD algorithms The GPU accelerated LBM algorithm achieved maximum of 24X speedup on GPU based architectures. The GPU parallel performance depends on size of simulation.
21 Resources Blogs Whitepapers HPC Advisor Online
22 Related Work Publications, Proceedings & Presentations: Publications Tubbs, K. R., and F. T.-C. Tsai, GPU Accelerated Lattice Boltzmann Model for Shallow Water Flow and Mass Transport. Int. J. Numer. Meth. Eng (2010) DOI: /nme Tubbs, K. R., and F. T.-C. Tsai, Multilayer Shallow Water Flow using Lattice Boltzmann Model with High Performance Computing. Advances in Water Resources, 32(12), , Presentations Tubbs, K. R., and F. T.-C. Tsai, A GPU Accelerated Lattice Boltzmann Model for Shallow Water Flow and Mass Transport, Sixth International Conference for Mesoscopic Methods in Engineering and Science (ICMMES), Guangzhou City, Guangdong Province, China, July 13-17, Proceedings Tubbs, K. R., and F. T.-C.. Tsai. Simulation of Multilayer Shallow Water Fluid Flow Using Lattice Boltzmann Modeling and High Performance Computing. ASCE/EWRI World Water & Environmental Resources Conference, Kansas City, Missouri, May 17-21, Tubbs, K. R., and F. T.-C.. Tsai, C. White, G. Allen. Lattice Boltzmann Modeling Using High Performance Computing for Shallow Water Fluid Flow and Mass Transport, American Geophysical Union 2008 Fall Meeting, San Francisco, CA, Dec 15-19,
23 Questions
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