Dt. Cox et N. Kobayashi, KINEMATIC UNDERTOW MODEL WITH LOGARITHMIC BOUNDARY-LAYER, Journal of waterway, port, coastal, and ocean engineering, 123(6), 1997, pp. 354-360
A new kinematic undertow profile model is developed to relate the mean
horizontal velocity, bottom shear stress, and boundary layer thicknes
s in a simple but general manner. The model combines a logarithmic pro
file in the bottom boundary layer with a parabolic profile in the inte
rior layer. Use of a logarithmic profile is justified using our labora
tory measurements for regular waves spilling on a rough, impermeable s
lope. Two forms of the model ate presented, each with one calibration
coefficient associated with the mean bottom shear stress. By adjusting
the calibration coefficient at each measuring line, the model is show
n to be capable of predicting the measured undertow profiles both insi
de and outside the surf zone for our rough slope case and for smooth s
lope cases from the literature. The model does not predict the oversho
ot in the bottom boundary layer for the rough slope case outside the s
urf zone. The predicted velocity profile for the smooth slope case in
the bottom boundary could not be verified due to a lack of data. The p
redicted boundary layer thickness agrees with the measurements for the
rough slope case and appears to be reasonable for the smooth slope ca
ses. The model predicts the shear velocity in the transition region an
d inner surf zone reasonably well for the rough slope case, and it und
erpredicts the shear velocity outside the surf zone. This model is sho
wn to be simple and versatile, but it will need further validation usi
ng irregular wave data and varying bottom geometry before it can be us
ed in practical applications.