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LSU UNO Levee Monitoring

LSU-UNO Levee Monitoring group. Causes of floodwall collapse (such as overtopping and undercutting) are directly visible and are well understood, the deeper. Causes of floodwall collapse (such as underseepage, overpressure, and small-scale variations in soil strength) are not predictable. Building a 100% strong levee is impossible, but even the smallest failure is intolerable. Geotechnical studies are accurate, but prohibitively expensive. We forsee a new.

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LSU UNO Levee Monitoring | lmg.uno.edu Reviews

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LSU-UNO Levee Monitoring group. Causes of floodwall collapse (such as overtopping and undercutting) are directly visible and are well understood, the deeper. Causes of floodwall collapse (such as underseepage, overpressure, and small-scale variations in soil strength) are not predictable. Building a 100% strong levee is impossible, but even the smallest failure is intolerable. Geotechnical studies are accurate, but prohibitively expensive. We forsee a new.

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3 people

4 publications

5 sponsors

6 predictive

7 proactive

8 whereas near surface

9 reactive

10 we will

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LSU UNO Levee Monitoring | lmg.uno.edu Reviews

https://lmg.uno.edu

LSU-UNO Levee Monitoring group. Causes of floodwall collapse (such as overtopping and undercutting) are directly visible and are well understood, the deeper. Causes of floodwall collapse (such as underseepage, overpressure, and small-scale variations in soil strength) are not predictable. Building a 100% strong levee is impossible, but even the smallest failure is intolerable. Geotechnical studies are accurate, but prohibitively expensive. We forsee a new.

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lmg.uno.edu

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LSU UNO Levee Monitoring

http://lmg.uno.edu/people.html

LSU-UNO Levee Monitoring group. Dr Juan M. Lorenzo. Dr Mark A. Kulp. UNO- Earth and Environmental Sciences. Dr Juliette W. Ioup. Dr George E. Ioup. Dr Ken W. Holladay. Dr M Royhan Gani. UNO- Earth and Environmental Sciences.

2

LSU UNO Levee Monitoring

http://lmg.uno.edu/sponsors.html

LSU-UNO Levee Monitoring group. We would like to thank everyone here for their continued support of our mission. New Orleans Geological Society. Southeast Louisiana Flood Protection Authority-West. Southeast Louisiana Flood Protection Authority-East.

3

LSU UNO Levee Monitoring

http://lmg.uno.edu/techniques.html

LSU-UNO Levee Monitoring group. Ground Penetrating Radar -. The levee monitoring group has two ground penetrating radar systems. The 270 MHz is ideally suited for detection and mapping of utility pipes,as well as shallow engineering and environmental applications. Center Frequency: 270 MHz. Depth Range: 0-18 ft (0-6 m). Weight: 18.5 lbs (8.6 kg). Dimensions: 18 x 18 x 6.5 in (45 x 45 x 17 cm). Model 5104 (U.S.), Model 5104A (International). 250 and 100 MHz antennae.

4

LSU UNO Levee Monitoring

http://lmg.uno.edu/publications.html

LSU-UNO Levee Monitoring group. Hicks, J.*, 2011 Investigation into the Cause of Earthen Embankment Instability Along the "V-line" Artificial Levee in Marrero, Louisiana, US., M.Sc., Dept. Geology and Geophysics, LSU August 30, 2011 (Download his thesis at: etd.lsu.edu/docs/available/etd-08302011-110325/. Seismeauxbile in the news. WAFB Baton Rouge story on our work- We are in Part 2 of 5.

5

LSU UNO Levee Monitoring

http://lmg.uno.edu/index.html

LSU-UNO Levee Monitoring group. Causes of floodwall collapse (such as overtopping and undercutting) are directly visible and are well understood, the deeper. Causes of floodwall collapse (such as underseepage, overpressure, and small-scale variations in soil strength) are not predictable. Building a 100% strong levee is impossible, but even the smallest failure is intolerable. Geotechnical studies are accurate, but prohibitively expensive. We forsee a new.

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LSU UNO Levee Monitoring

LSU-UNO Levee Monitoring group. Causes of floodwall collapse (such as overtopping and undercutting) are directly visible and are well understood, the deeper. Causes of floodwall collapse (such as underseepage, overpressure, and small-scale variations in soil strength) are not predictable. Building a 100% strong levee is impossible, but even the smallest failure is intolerable. Geotechnical studies are accurate, but prohibitively expensive. We forsee a new.

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