Numerical simulation on entrainment of fluid mud in Lake Kasumigaura

Author(s):  
X Qian ◽  
Tadaharu Ishikawa ◽  
M Umeda ◽  
F Gao
1988 ◽  
Vol 20 (6-7) ◽  
pp. 263-270 ◽  
Author(s):  
K. Otsubo ◽  
K. Muraoka

The dispersion and resuspension of sediments in Takahamairi Bay basin of Lake Kasumigaura were studied by means of field research and numerical simulation. The field data on wind direction and velocity, lake current, water wave, and turbidity were shown. Based on these results, we discuss how precipitated sediments were resuspended in this shallow lake. To predict the turbidity and the depth of bed erosion, a simulation model was established for this lake. The calculated turbidity showed good agreement with the field data. According to the simulated results, the turbidity reaches 200 ppm, and the bed is eroded several millimeters deep when the wind velocity exceeds 12 m/s in the lake.


2001 ◽  
Vol 45 ◽  
pp. 1171-1176 ◽  
Author(s):  
Makoto UMEDA ◽  
Tomonori NAGAMINE ◽  
You NAGAHIRO ◽  
Tadaharu ISHIKAWA ◽  
Takaaki UDA

1998 ◽  
Vol 20 (3) ◽  
pp. 5-15
Author(s):  
Dang Huu Chung

The formation and development of fluid mud layer under the both factors of current and wave that often happens in estuaries and coastal areas are studied in detail through numerical simulation on the basis of the 2D shallow water equations for tidal flow, the advection-diffusion equation for cohesive sediment transport and the equations for fluid mud transport. At the same time the model for wave propagation is also included. Numerical solution of a special case for a part of the Severn estuary is obtained using the finite difference method as an illustration of the applicability of the model in practice.


2011 ◽  
Vol 1 (32) ◽  
pp. 85
Author(s):  
Toshinori Ishikawa ◽  
Takaaki Uda ◽  
Toshiro San-nami ◽  
Shusuke Watanabe

In the Ukishima region of Lake Kasumigaura, beach nourishment along with the construction of groins has been carried out to recover a sandy beach. After the beach nourishment, part of the nourishment sand was transported away from the beach, turning around the tip of the downcoast groin owing to the oblique wave incidence in winter. To enhance the stability of the beach, the groins were extended and a spur dike was constructed. To design these structures, a numerical simulation using the BG model was carried out, and the optimum shapes were determined by taking into account the seasonally changing wave direction. The effectiveness of the spur dike was numerically evaluated using the BG model.


1998 ◽  
Vol 20 (2) ◽  
pp. 1-10
Author(s):  
Dang Huu Chung

In this paper the formation and development of fluid mud layer happening in estuaries and coastal areas are studied in detail through numerical simulation on the basis of the 2D shallow water equations for tidal flow, the advection-diffusion equation for cohesive sediment transport and the equations for fluid mud transport. Numerical solution of a special case for a part of the Severn estuary is obtained using the finite difference method as an illustration of the applicability of the model in practice. On the basis of the results, initial remarks and evaluation are given.


2003 ◽  
Vol 47 ◽  
pp. 1183-1188
Author(s):  
Makoto UMEDA ◽  
Fengyi GAO ◽  
Kei GOMI ◽  
Tadaharu ISHIKAWA ◽  
Makoto ICHIYAMA
Keyword(s):  

2003 ◽  
pp. 63-73
Author(s):  
Makoto UMEDA ◽  
Fengyi GAO ◽  
Tadaharu ISHIKAWA ◽  
Satoru OTAKI ◽  
Makoto ICHIYAMA

2009 ◽  
Vol 00 (00) ◽  
pp. 090904073309027-8
Author(s):  
H.W. Wang ◽  
S. Kyriacos ◽  
L. Cartilier

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