B. Raubenheimer et al., ESTIMATING WAVE HEIGHTS FROM PRESSURE MEASURED IN SAND-BED, Journal of waterway, port, coastal, and ocean engineering, 124(3), 1998, pp. 151-154
Comparison of predicted with observed attenuation of pressure fluctuat
ions shows that wave heights can be estimated with observations from a
pressure sensor that is buried a known depth in fine sand. The attenu
ation of pressure fluctuations within the sand bed under unbroken shoa
ling waves, bores in the surf zone, and swash near the shoreline was m
easured with vertical stacks of buried pressure sensors. The attenuati
on increased with increasing frequency and depth below the bed surface
, consistent with previous observations under nonbreaking waves in dee
per water and with model predictions based on pore-elastic theory, in
the limit of an infinitely deep soil skeleton that is much more compre
ssible than the pore fluid, the predicted pressure fluctuations decrea
se exponentially with increasing burial depth, and the attenuation is
independent of the sediment properties. For the fine-grained sand beds
considered here, this exponential limit accurately predicts the obser
ved attenuation.