computational analysis and experimental comparison ben anderson (university of minnesota) huiquing...
TRANSCRIPT
![Page 1: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/1.jpg)
Tsunami Bore Uplift Effects on Coastal Structures
Computational Analysis and Experimental Comparison
Ben Anderson (University of Minnesota)Huiquing Yao (University of Hawaii)
Advisor: Dr. Ian Robertson (University of Hawaii)HARP REU Program
8/3/2011
![Page 2: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/2.jpg)
Introduction Computational Models 2D vs. 3D Computational data comparison with
experimental data Conclusions and Recommendations
Overview
![Page 3: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/3.jpg)
A blocked tsunami wave under a slab can caused a large uplift force –– piers, harbors, and building floor slabs
As a tsunami wave approaches the shore, it transform into a turbulent bore –– Turbulence model
Introduction
![Page 4: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/4.jpg)
Potential gap designs
Example pier structure -- Ryan Takakura
![Page 5: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/5.jpg)
The Samoa Tsunami on September 29, 2009
Failure of new ferry dock caused by 2009 Samoa tsunami (Robertson, et al, 2010)
![Page 6: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/6.jpg)
Simulating tsunami waves with a dam break
In the Lab
Plan drawing of wave flume -- Ryan Takakura
![Page 7: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/7.jpg)
Slab and wall setup --Ryan Takakura
Dam break swing gate
Dam break flume
![Page 8: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/8.jpg)
![Page 9: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/9.jpg)
http://www.youtube.com/watch?v=DIxqe1FSPbk-- “The Effects of Tsunamis on Coastal Structures”
Experimental Video
Back
![Page 10: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/10.jpg)
Dimensions Mesh Size k-ε and k-ω SST 3D and 2D Comparison
Computer Modeling
![Page 11: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/11.jpg)
Dimensions
5.7404m 6.286m
Total length : 12.02637mGap : 0m2D model extended to equate extra volume at the end of the flume
![Page 12: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/12.jpg)
Mesh Size• Area surrounding the slab and tank
floor were designed with a smaller cell size
Back
![Page 13: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/13.jpg)
k-ε◦ based on model transport equations for the
turbulence kinetic energy (k) and its dissipation rate (ε)
k-ω SST◦ based on model transport equations for the
turbulence kinetic energy (k) and the specific dissipation rate (ω)
◦ “Shear-stress transport” (SST) accounts for the transport of the turbulent shear stress
k-ε and k-ω SST Comparison
![Page 14: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/14.jpg)
k-ε Side View
![Page 15: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/15.jpg)
k-ω SST Half Speed
![Page 16: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/16.jpg)
k-ω SST Side View
-incorporates standing water
![Page 17: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/17.jpg)
k-ω SST has a more realistic bore and pressure results
Used k-ω SST for our simulations
![Page 18: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/18.jpg)
The biggest issue with the two dimension model is the air that gets trapped under the slab
3D may give a more realistic representation of what actually happens
3D and 2D Comparison
![Page 19: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/19.jpg)
3D Side View
![Page 20: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/20.jpg)
2D Slab (k-ω SST)
![Page 21: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/21.jpg)
3D Slab
![Page 22: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/22.jpg)
3D View of Slab
![Page 23: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/23.jpg)
Chose to use 2D model 2D has a faster computational speed
![Page 24: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/24.jpg)
Software: OpenFoam Focused on the maximum uplift force (N) k-ω SST for all cases 2D Graphs: 0 cm gap
Comparing Experimental and Computer Models
![Page 25: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/25.jpg)
Slab height : 14cmUpstream : 60cmDownstream: 5cm
![Page 26: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/26.jpg)
Load cell measured net load Computational model only measured
integral of the uplift load on the slab
Computational and Experimental Measurement Differences
![Page 27: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/27.jpg)
Slab height : 14cmUpstream : 60cmDownstream: 5cm
![Page 28: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/28.jpg)
Slab height : 5cmUpstream : 60cmDownstream: 2.5cm
![Page 29: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/29.jpg)
Slab height : 10cmUpstream : 45cmDownstream: 2.5cm
![Page 30: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/30.jpg)
Slab height : 14cmUpstream : 45cmDownstream: 5cm
![Page 31: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/31.jpg)
Slab height : 14cmUpstream : 45cmDownstream: 2.5cm
![Page 32: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/32.jpg)
Slab height : 14cmUpstream : 60cmDownstream: 2.5cm
![Page 33: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/33.jpg)
Recommend making mesh finer to eliminate variances due to mesh size
Extend fine mesh out in front of the slab Different cases use different mesh sizes Try more simulations in 3D
Conclusions and Recommendations
![Page 34: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/34.jpg)
"This material is based upon work supported by the National Science Foundation under Grant No. 0852082. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the author(s) and do not necessarily reflect the views of the National Science Foundation."
![Page 35: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/35.jpg)
Christy Allison, Taylor Dizon, Deanna Quickle . “The Effects of Tsunamis on Coastal Structures” REU, University of Hawaii at Manoa, summer 2010
Ge, Ming. “Uplift Loading On Elevated Floor Slab Due To A Tsunami Bore.” Thesis for Master’s Degree, Dept of Civil Engineering, University of Hawaii at Manoa, December 2010
Robertson, Ian, et al. “Reconnaissance Following the September 29, 2009 Tsunami in Samoa.” Research Report, Dept of Civil Engineering, University of Hawaii at Manoa, January 20 2010
Takakura, Ryan. “Reducing Tsunami Bore Uplift Forces By Providing A Breakaway Panel.” Thesis for Master’s Degree, Dept of Civil Engineering, University of Hawaii at Manoa, December 2010
Works Cited
![Page 36: Computational Analysis and Experimental Comparison Ben Anderson (University of Minnesota) Huiquing Yao (University of Hawaii) Advisor: Dr. Ian Robertson](https://reader035.vdocuments.mx/reader035/viewer/2022062421/56649c895503460f94941d5e/html5/thumbnails/36.jpg)
Any Questions?