Support

Support Options

Submit a Support Ticket

 

NEES Project Warehouse

Tsunami Generation by Landslides: Integrating Laboratory Scale Experiments, Numerical Models and Natural Scale Applications
No reviews have been created for this project. Review This Project

To compare experiments, please select at most four experiments from the experiment list below.

Sort By:   

  Experiment-1: Phase 1: Fjord H120 - water depth h=1.2 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit
Dates: August 02, 2010 - August 26, 2010
Description: The landslide tsunami generator (LTG) was deployed in the fjord scenario with a water depth of 1.2 m. The fjord configuration consists of the LTG mounted to a ramp with an opposing headland ramp 5.52 m from the toe of the landslide ramp. Both the landslide...
Facility: Oregon State University, OR, United States


  Experiment-2: Phase 1: Board Calibrations - water depth h=1.2, 0.9, 0.6 and 0.3 m: In-situ calibration board recordings
Dates: August 02, 2010 - October 01, 2010
Description: Calibration boards were filmed with the PIV camera and the other cameras focused on the landslide. The recording will be used to rectify camera footage.
Facility: Oregon State University, OR, United States


  Experiment-3: Phase 1: Fjord H90 - water depth h= 0.9 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit
Dates: August 09, 2010 - August 11, 2010
Description: The landslide tsunami generator (LTG) was deployed in the fjord scenario with a water depth of 0.9 m. The fjord configuration consists of the LTG mounted to a ramp with an opposing headland ramp 5.52 m from the toe of the landslide ramp. Both the landslide...
Facility: Oregon State University, OR, United States


  Experiment-4: Phase 1: Fjord H60 - water depth h= 0.6 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit
Dates: August 12, 2010 - August 24, 2010
Description: The landslide tsunami generator (LTG) was deployed in the fjord scenario with a water depth of 0.6 m. The fjord configuration consists of the LTG mounted to a ramp with an opposing headland ramp 5.52 m from the toe of the landslide ramp. Both the landslide...
Facility: Oregon State University, OR, United States


  Experiment-5: Phase 1: Fjord H30 - water depth h=0.3 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit.
Dates: August 27, 2010 - August 31, 2010
Description: The landslide tsunami generator (LTG) was deployed in the fjord scenario with a water depth of 0.3 m. The fjord configuration consists of the LTG mounted to a ramp with an opposing headland ramp 5.52 m from the toe of the landslide ramp. Both the landslide...
Facility: Oregon State University, OR, United States


  Experiment-6: Phase 1: Headland H120 - water depth h=1.2 m: Measurements of radial wave propagation , wave runup, landslide kinematics and deposit
Dates: September 08, 2010 - September 09, 2010
Description: The landslide tsunami generator (LTG) was deployed in the curved headland scenario with a water depth of 1.2 m. The curved headland configuration consists of the LTG mounted to a ramp with an opposing headland ramp 5.52 m from the toe of the landslide...
Facility: Oregon State University, OR, United States


  Experiment-7: Phase 1: Headland H90 - water depth h=0.9 m: Measurements of radial wave propagation , wave runup, landslide kinematics and deposit
Dates: September 10, 2010 - September 14, 2010
Description: The landslide tsunami generator (LTG) was deployed in the curved headland scenario with a water depth of 0.9 m. The curved headland configuration consists of the LTG mounted to a ramp with an opposing headland ramp 5.52 m from the toe of the landslide...
Facility: Oregon State University, OR, United States


  Experiment-8: Phase 1: Headland H60 - water depth h=0.6 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit
Dates: September 14, 2010 - September 16, 2010
Description: The landslide tsunami generator (LTG) was deployed in the curved headland scenario with a water depth of 0.6 m. The curved headland configuration consists of the LTG mounted to a ramp with an opposing headland ramp 5.52 m from the toe of the landslide...
Facility: Oregon State University, OR, United States


  Experiment-9: Phase 1: Headland H30 - water depth h=0.3 m: Measurements of radial wave propagation , wave runup, landslide kinematics and deposit
Dates: September 16, 2010 - September 17, 2010
Description: The landslide tsunami generator (LTG) was deployed in the curved headland scenario with a water depth of 0.3 m. The curved headland configuration consists of the LTG mounted to a ramp with an opposing headland ramp 5.52 m from the toe of the landslide...
Facility: Oregon State University, OR, United States


  Experiment-10: Phase 1: Farfield H120 - water depth h=1.2 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit
Dates: September 24, 2010 - September 28, 2010
Description: The landslide tsunami generator (LTG) was deployed in the far field scenario with a water depth of 1.2 m. The far field configuration consists of the LTG mounted to a ramp with an opposing headland ramp 23 m from the toe of the landslide ramp. Both...
Facility: Oregon State University, OR, United States


  Experiment-11: Phase 1: Farfield H60 - water depth h=0.6 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit
Dates: September 29, 2010 - September 30, 2010
Description: The landslide tsunami generator (LTG) was deployed in the far field scenario with a water depth of 0.6 m. The far field configuration consists of the LTG mounted to a ramp with an opposing headland ramp 23 m from the toe of the landslide ramp. Both...
Facility: Oregon State University, OR, United States


  Experiment-12: Phase 1: Farfield H30 - water depth h=0.3 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit.
Dates: October 01, 2010 - October 01, 2010
Description: The landslide tsunami generator (LTG) was deployed in the far field scenario with a water depth of 0.3 m. The far field configuration consists of the LTG mounted to a ramp with an opposing headland ramp 23 m from the toe of the landslide ramp. Both...
Facility: Oregon State University, OR, United States


  Experiment-13: Phase 2: BoardCalibration - water depth h=1.2, 0.9, 0.6 and 0.3 m: In-situ calibration board recordings.
Dates: July 27, 2011 - September 06, 2011
Description: Calibration boards were filmed with the PIV cameras and the other cameras focused on the landslide. The recording will be used to rectify camera footage.
Facility: Oregon State University, OR, United States


  Experiment-14: Phase 2: Island30 - water depth h=0.3 m: Measurements not used.
Dates: July 27, 2011 - August 01, 2011
Description: The landslide tsunami generator (LTG) was deployed in the conical island scenario with a water depth of 0.3 m. The LTG was attached in a position that was too low. Instruments took measurements, but the data will never be analyzed. The data to be...
Facility: Oregon State University, OR, United States


  Experiment-15: Phase 2: Island120 - water depth h=1.2 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit
Dates: August 02, 2011 - August 09, 2011
Description: The landslide tsunami generator (LTG) was deployed in the conical island scenario with a water depth of 1.2 m. The conical island configuration consists of the LTG mounted to a conical section with a base diameter of 10 m and a slope of 1:2 (vertical...
Facility: Oregon State University, OR, United States


  Experiment-16: Phase 2: Calibration
Dates: August 01, 2011 - September 09, 2011
Description: This is a test.
Facility: Oregon State University, OR, United States


  Experiment-17: Phase 2: Island60 - water depth h=0.6 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit
Dates: August 12, 2011 - August 18, 2011
Description: The landslide tsunami generator (LTG) was deployed in the conical island scenario with a water depth of 0.6 m. The conical island configuration consists of the LTG mounted to a conical section with a base diameter of 10 m and a slope of 1:2 (vertical...
Facility: Oregon State University, OR, United States


  Experiment-18: Phase 2: Island90 - water depth h=0.9 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit
Dates: August 10, 2011 - August 11, 2011
Description: The landslide tsunami generator (LTG) was deployed in the conical island scenario with a water depth of 0.9 m. The conical island configuration consists of the LTG mounted to a conical section with a base diameter of 10 m and a slope of 1:2 (vertical...
Facility: Oregon State University, OR, United States


  Experiment-19: Phase 2: String Potentiometer Calibration: Potentiometer calibration coefficient measurements.
Dates: August 03, 2011 - August 03, 2011
Description: This experiment verified the calibration coefficients of the string potentiometers attached to the slide box above each of the pneumatic cylinders.
Facility: Oregon State University, OR, United States


  Experiment-20: Phase 2: Island30High - water depth h=0.3 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit.
Dates: August 19, 2011 - August 23, 2011
Description: The landslide tsunami generator (LTG) was deployed in the conical island scenario with a water depth of 0.3 m. The LTG was raised approximately 0.33 m along the slope from the LTG position in the Island30. The LTG position in Island30High is the same...
Facility: Oregon State University, OR, United States


  Experiment-21: Phase 2: Island30Rocks - water depth h=0.3 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit
Dates: August 24, 2011 - August 25, 2011
Description: The landslide tsunami generator (LTG) was deployed in the conical island scenario with a water depth of 0.3 m. The conical island configuration consists of the LTG mounted to a conical section with a base diameter of 10 m and a slope of 1:2 (vertical...
Facility: Oregon State University, OR, United States


  Experiment-22: Phase 2: Island60Rocks - water depth h=0.6 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit
Dates: August 26, 2011 - August 30, 2011
Description: The landslide tsunami generator (LTG) was deployed in the conical island scenario with a water depth of 0.6 m. The conical island configuration consists of the LTG mounted to a conical section with a base diameter of 10 m and a slope of 1:2 (vertical...
Facility: Oregon State University, OR, United States


  Experiment-23: Phase 2: Island90Rocks - water depth h=0.9 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit.
Dates: August 30, 2011 - September 01, 2011
Description: The landslide tsunami generator (LTG) was deployed in the conical island scenario with a water depth of 0.9 m. The conical island configuration consists of the LTG mounted to a conical section with a base diameter of 10 m and a slope of 1:2 (vertical...
Facility: Oregon State University, OR, United States


  Experiment-24: Phase 2: Island120Rocks - water depth h=1.2 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit
Dates: September 02, 2011 - September 08, 2011
Description: The landslide tsunami generator (LTG) was deployed in the conical island scenario with a water depth of 1.2 m. The conical island configuration consists of the LTG mounted to a conical section with a base diameter of 10 m and a slope of 1:2 (vertical...
Facility: Oregon State University, OR, United States
Start Prev 1 Next End
Display Num Results 1 - 24 of 24