Applied Physics of Air-Sea-Land Interaction during Hurricane Katrina

Authors

  • Professor S. A. Hsu

hurricane katrina, wind-wave interaction, friction velocity, storm surge, wave setup, cyclostrophic equation, power-law wind profile, and wind stress

Abstract

A decade ago in August 2005 Hurricane Katrina devastated north-central Gulf of Mexico and southeastern Louisiana and Mississippi Gulf Coast. Although nearly all anemometers in the affected areas were destroyed by Katrina, few wind and wave measurement stations did survive the storm and provide some data to advance our understanding of the physics of air-sealand interaction. Analyses of these measurements indicate that : 1. On the basis of upper-air measurements made at Key West, FL, and Slidell, LA, the power-law wind profile is verified in the atmospheric surface boundary layer (up to 300m) where the friction dominants; 2. The cyclostrophic equation, which is the balance between centrifugal force and pressure gradient force, is validated so that the wind speed at 10m over the water, U10 = 6.3(1013 -Pmin) ^ (1/2), where Pmin is the minimum sea-level pressure; 3.The significant wave height (Hs) and its dominant wave period (Tp) can be normalized by using U*, which is the friction velocity (= (τ/ρ) ^ (1/2), where τ is the wind stress and ρ is the air density).

Downloads

How to Cite

Applied Physics of Air-Sea-Land Interaction during Hurricane Katrina. (2015). Global Journal of Science Frontier Research, 15(H2), 1-22. https://www.journalofscience.org/index.php/GJSFR/article/view/1564

References

R Anthes (1982) Tropical Cyclones: Their Evolution, Structure and Effects. 41, 208.

Gt ; Csanady, R Dean (2001) Air-Sea Interaction, Laws and 3.

W Drennan, P Taylor, M Yelland (2005) Parameterizing the sea surface roughness. 35, 835-848.

Fema (2006) Final Coastal and Riverine High Water Mark Collection for Hurricane Katrina in MS, FEMA-1604-DR-MS. 413, 420.

G Geernaert, S Larsen, F Hansen (1987) Measurements of the wind stress, heat flux, and turbulence intensity during storm conditions over the North Sea. 92(C12), 13127-13139.

R Guza, E Thorton (1981) Wave set-up on a natural beach. 4133-4137.

S Hsu (1988) Coastal Meteorology. 260.

S Hsu (2003) Estimating Overwater Friction Velocity and Exponent of Power-Law Wind Profile from Gust Factor during Storms. 129(4), 174-177.

C Hsu, C Chen, Y Shen, J Jiang, C Hsu (1988) P‐42: One Point Color Tracking Method for High Definition Flat Panel Display. 35(1), 392-395.

S Hsu (2005) Air-Sea Interaction. 4, 1-4.

S Hsu (2012) Storm surges in New York Harbor during Hurricane Irene. 56(2), 7-11.

S Hsu (2013) Storm surges in New York during Hurricane Sandy in 2012: A verification of the windstress tide relation. 148(3), 593-598.

S Hsu (2014) Applied Physics of Air-Sea-Land Interaction during a Tropical Cyclone. s1(01), 1-16.

S Hsu (2015) Relation between sea surface roughness, wind speed at 10m, and wave parameters during a tropical cyclone. 15(1), 45-55.

S Hsu, J Grymes, Z Iii, Yan (1997) A simplified hydrodynamic formula for estimating the wind-driven flooding in the Lake Pontchartrain -Amite River Basin. 21(4), 18-22.

M Powell, T Reinhold (2007) Tropical cyclone destructive potential by integrated kinetic energy. 84(4), 513-526.

U Army (1977) Unknown Title. 3-101.

Dong-Ping Wang, Lie-Yauw Oey (2008) Hindcast of Waves and Currents in Hurricane Katrina. 89(4), 487-496.

Applied Physics of Air-Sea-Land Interaction during Hurricane Katrina

Published

2015-05-15

How to Cite

Applied Physics of Air-Sea-Land Interaction during Hurricane Katrina. (2015). Global Journal of Science Frontier Research, 15(H2), 1-22. https://www.journalofscience.org/index.php/GJSFR/article/view/1564