The scaling up of mass-transfer equipment and reactors: Use of hydraulic model experiments

1967 ◽  
Vol 22 (3) ◽  
pp. 407-416 ◽  
Author(s):  
A.M. Rosen ◽  
V.S. Krylov
Keyword(s):  
Mass Transfer ◽  
Scaling Up ◽  
Hydraulic Model ◽  
Model Experiments ◽  
Mass Transfer Equipment

HYDRAULIC MODEL EXPERIMENTS TO UNDERSTAND INFLUENCE OF UPCOAST STRUCTURES ON MEASURES AGAINST CLOGGING OF THE MOTOFUJI CALVERT

2019 ◽  
Vol 75 (2) ◽  
pp. I_541-I_546
Author(s):  
Masaki IKEDA ◽  
Hiroshige MATSUMOTO ◽  
Fumiaki ITO ◽  
Satoshi HENMI ◽  
Go ASANO
Keyword(s):  
Hydraulic Model ◽  
Model Experiments

scholarly journals WAVE REDUCTION EFFECT OF HYDROPLANE TSUNAMI BARRIER IN TERMS OF HYDRAULIC MODEL EXPERIMENTS

2015 ◽  
Vol 71 (2) ◽  
pp. I_1081-I_1086
Author(s):  
Ryoukei AZUMA ◽  
Tadao ITO ◽  
Hideaki HANDA ◽  
Tetsuya HIRAISHI ◽  
Takahiro SUGANO
Keyword(s):  
Hydraulic Model ◽  
Model Experiments ◽  
Reduction Effect ◽  
Wave Reduction

Mass-transfer equipment for sorption processes

1978 ◽  
Vol 14 (2) ◽  
pp. 114-116
Author(s):  
A. V. Reusov ◽  
V. E. Bogoslovskii ◽  
A. V. Simenido ◽  
V. S. Lebedev
Keyword(s):  
Mass Transfer ◽  
Mass Transfer Equipment

Mass Transfer Equipment

2021 ◽  
pp. 197-232
Author(s):  
Siddhartha Mukherjee
Keyword(s):  
Mass Transfer ◽  
Mass Transfer Equipment

scholarly journals Modeling Tsunami-Induced Erosion of Bridge-Abutment Backfill

2020 ◽  
Vol 8 (11) ◽  
pp. 922
Author(s):  
Tomoaki Nakamura ◽  
Yuto Nakai ◽  
Yong-Hwan Cho ◽  
Norimi Mizutani
Keyword(s):  
Numerical Simulation ◽  
Soil Cover ◽  
Coastal Areas ◽  
Hydraulic Model ◽  
Numerical Analyses ◽  
Conical Part ◽  
Model Experiments ◽  
Cover Depth ◽  
Bridge Abutment

Tsunamis can seriously damage bridges in coastal areas. Studies of such damage have elucidated the action of tsunami-induced forces on girders. However, tsunami-induced erosion of bridge-abutment backfill has been largely neglected. This article investigates this little-studied topic using hydraulic model experiments and numerical analyses. The results show that a tsunami erodes the backfill close to the abutment; the scale of the erosion increases with the duration of the tsunami. By contrast, the backfill on the far side of the abutment remains relatively intact. This suggests that the presence of the abutment accelerates the erosion of the backfill in its vicinity. A numerical simulation shows that the tsunami erodes the oval conical part of the backfill on the landward side of the onshore wing. When the erosion reaches the lower end of the wing the backfill begins to flow out from underneath. Thus, an increase in the soil-cover depth of the onshore wing might help slow down the erosion.

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