Distribution of Sand Transport Rate across a Surf Zone

Author(s):  
Toru Sawaragi ◽  
Ichiro Deguchi
1982 ◽  
Vol 1 (18) ◽  
pp. 61 ◽  
Author(s):  
Nicholas C. Kraus ◽  
Masahiko Isobe ◽  
Hajime Igarashi ◽  
Tamio O. Sasaki ◽  
Kiyoshi Horikawa

Eight fluorescent sand tracer experiments were performed in energetic surf zones on natural beaches and on beaches near structures to measure the short-term longshore sand transport rate. Tracer of up to four distinct colors was injected on a line crossing the surf zone to investigate the on-offshore distributions of the longshore sand adveetion velocity and transport rate. The tracer advection velocity, v , and the depth of mixing into the bed, b, were determined from large numbers of cores taken in situ throughout the sampling area. The sand advection velocity and mixing depth were not constant across the surf zone, but usually exhibited a maximum either toward the shoreline or toward the breaker line, or in both regions. The local breaking wave height, H. , and horizontal current velocity in the surf zone (yielding an average longshore current velocity V) were also measured. The data were interpreted with simple dimensional arguments to give the following results: b = 0.027 H,, v = 0.011 V, and the volumetric transport rate Q = 0.024 H V. Agreement was also found between the measured total longshore sand transport rate and a predictive expression due to Bagnold involving the breaking wave power and average longshore current velocity. Although the results appear reasonable and consistent, a problem remains concerning the apparent decrease in tracer advection speed alongshore recorded in most experiments at the longer sampling times.


1988 ◽  
Vol 1 (21) ◽  
pp. 88 ◽  
Author(s):  
Nicholas C. Kraus ◽  
Kathryn J. Gingerich ◽  
Julie Dean Rosati

This paper presents results of two field experiments performed using portable traps to obtain point measurements of the longshore sand transport rate in the surf zone. The magnitude of the transport rate per unit width of surf zone is found to depend on the product of the local wave height and mean longshore current speed, but correlation is much improved by including two correction terms, one accounting for local wave energy dissipation and the other for the fluctuation in the longshore current. The field transport rates are also found to be compatible with laboratory rates obtained under combined unidirectional and oscillatory flow. Total transport rates previously reported for this experiment program are revised with recently determined sand trapping efficiencies.


Sedimentology ◽  
1994 ◽  
Vol 41 (6) ◽  
pp. 1241-1251 ◽  
Author(s):  
I. K. McEWAN ◽  
B. B. WILLETTS

Sedimentology ◽  
2005 ◽  
Vol 52 (5) ◽  
pp. 1123-1132 ◽  
Author(s):  
YOSHIAKI KURIYAMA ◽  
NORIO MOCHIZUKI ◽  
TSUYOSHI NAKASHIMA

1986 ◽  
Vol 1 (20) ◽  
pp. 109 ◽  
Author(s):  
Shinji Sato ◽  
Kiyoshi Horikawa

Mechanism of sand movement due to asymmetric oscillatory flows was investigated through experiments. Measurements of bed forms, suspended sand concentration and net sand transport rate were carried out by using an oscillatory flow tunnel. The process of entrainment and suspension of sand above asymmetric ripples was quantitatively described. The geometry of ripples and the net sand transport rate in regular and irregular flows were expressed in terms of hydraulic parameters characterizing the oscillatory flow. Two-dimensionality of ripples was found to be an important factor in the estimation of the net sand transport rate.


2004 ◽  
Vol 29 (1) ◽  
pp. 1-14 ◽  
Author(s):  
Jinren Ni ◽  
Zhenshan Li ◽  
Cesar Mendoza

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