Title: Development of Performance Based Tsunami Engineering PBTE
1Development of Performance Based Tsunami
Engineering(PBTE)
- University of Hawaii at Manoa
- H. Ronald Riggs
- Ian N. Robertson
2Tsunami Research
Fluid-Structure Interaction Scour
Modeling Structural Loading Structural Response
Coastal Inundation
Performance Levels
3Project Team
4Project Team
5Project Team
6Project Team
7Project Team
8Project Team
9Project Team
10Project Team
11Advisory Panel
12Advisory Panel
13Advisory Panel
14OSU Wave Tank Facility
15Technical Areas
- Tsunami bore formation, runup, and coastal
inundation - Sediment transport and scour
- Fluid forces on structures
- Structural response, analysis and design
16Runup Experiments and Modeling
- Site-specific bathymetry
- Effect of fringing reefs
- Surface roughness
- Bore formation
- Energy dissipation
17Run-up Experiments
- Tsunami wave basin will be modified to allow for
three individual flumes with different bottom
slopes (July - Dec 2007)
18Run-up Experiments-Constant Slope
- Solitary waves with heights at 0.05m increments
up to 0.65m - Study bore formation and energy dissipation
- Resistance wave gauges and Acoustic Doppler
Velocimeters (ADVs) will capture flow velocity - Benchmark tests for bed roughness, fringing reef,
scour and structural loading
19Run-up Experiments-Fringing Reef
- Fringing reef will be simulated by curtailing the
beach slopes at h2, water level, and h2. - Solitary waves with height at 0.05m increments up
to 0.65m
20Run-up Experiments
- Laser altimeter will track free surface when air
entrainment distorts resistance gauges and ADV
readings. - Particle Imaging Velocimetry (PIV) will monitor
transition to white water. - High speed camera will track markers on still
water and dry bed.
21Sediment Transport and Scour
- Develop and validate sediment transport
mechanisms - Pump up of sediments due to large-scale vortices
created by bore collapse. - Entrainment of local sediment by instantaneous
bed shear stress. - Enhanced transport due to soil instability
(momentary static liquefaction caused by high
pore pressure during drawdown)
22Scour Experiments
- Preliminary scour tests in Large Wave Flume (Fall
2006) - Utilize existing sand bed from beach erosion
experiment
- Velocity measurements using ADVs and PIV
- Sediment concentration using Fiber Optic
Backscatter (FOBS) - Pore pressures sensors to monitor soil instability
23Sediment Transport Experiments
- Repeat 110 and 115 bottom slope tests with
moveable bed - Well-graded sand bed (0.2mm median grain size)
24Scour Experiments
- Include plexiglass cylinder to simulate pile.
25Fluid Forces on Structures
- Horizontal hydrodynamic loads
- Vertical hydrodynamic loads
- Debris impact loads
- Debris damming loads
26Fluid-Structure Experiments
laser altimeter
high speed camera
piston
absorber
Simple Structure
- Utilize fringing reef setup to produce bore.
- Monitor loading on structural elements and simple
structural systems
27Fluid-Structure Experiments
laser altimeter
high speed camera
piston
absorber
Shipping Container
- Utilize fringing reef setup to produce bore.
- Monitor loading on structural elements and simple
structural systems - Monitor debris damming effects
28Fluid-Structure Simulation
- Use Reynolds Averaged Navier Stokes, RANS fluid
models with the experimental data to improve
fluid-structure interaction modeling - Combination of ABAQUS FLUENT
- Possible use of COMSOL (FEMLAB)
29Structural Response and Design
- Structural response to hydraulic and impact loads
- Progressive collapse prevention
- Prescriptive design
- Methodology for site-specific PBTE
30Performance Levels
31Outreach
- Princeton REU program (summer 06)
- Review of existing design guidelines to protect
coastal structures against erosion and scour
damage. - Assist with design and setup of scour
experiments. - Oregon State University
- Web telecast of all experiments performed in the
TWB. - Selected experiments will be incorporated into an
educational webcast for K-12 audience. - University of Hawaii
- Summer 2006 two High School interns working on
preliminary FLUENT modeling - Enhancement of tsunami display at Bishop Museum
32Education and Outreach
33(No Transcript)
34Thank-you!
35(No Transcript)