Closure to “Depth-Averaged Drag Coefficient for Modeling Flow through Suspended Canopies” by David R. Plew

2012 ◽  
Vol 138 (5) ◽  
pp. 476-478
Author(s):  
David R. Plew
Keyword(s):  
Drag Coefficient ◽  
Flow Through ◽  
Modeling Flow

Drag coefficients for modeling flow through emergent vegetation in the Florida Everglades

2004 ◽  
Vol 22 (4-5) ◽  
pp. 237-248 ◽  
Author(s):  
Jonathan K. Lee ◽  
Lisa C. Roig ◽  
Harry L. Jenter ◽  
Hannah M. Visser
Keyword(s):  
Emergent Vegetation ◽  
Florida Everglades ◽  
Drag Coefficients ◽  
Flow Through ◽  
Modeling Flow

Unsaturated Flow through a Small Fracture-Matrix Network: Part 2. Uncertainty in Modeling Flow Processes

2004 ◽  
Vol 3 (1) ◽  
pp. 101-108 ◽  
Author(s):  
J. P. Fairley ◽  
R. K. Podgorney ◽  
T. R. Wood
Keyword(s):  
Unsaturated Flow ◽  
Flow Processes ◽  
Flow Through ◽  
Modeling Flow

Modeling Flow Through a Perforated Plate for a New Combustion Rig

2013 ◽  
Author(s):  
Christopher J. Ruscher ◽  
John Dannenhoffer ◽  
Mark N. Glauser ◽  
Balu Sekar ◽  
Vincent Belovich
Keyword(s):  
Perforated Plate ◽  
Flow Through ◽  
Modeling Flow

Wave drag caused by a swirling flow through a convergent-divergent nozzle

1970 ◽  
Vol 43 (4) ◽  
pp. 767-770
Author(s):  
Chuen-Yen Chow ◽  
Ying-Chung Lai
Keyword(s):  
Drag Coefficient ◽  
Bessel Function ◽  
Swirling Flow ◽  
Wave Drag ◽  
Rossby Number ◽  
High Wave ◽  
A Value ◽  
Flow Through ◽  
Very High

The wave drag coefficient is computed approximately for a nozzle containing a swirling flow as a function of R0−1, the inverse of the Rossby number. When R0−1 < λ1 and R0−1 = λn, where λn denotes the nth zero of the Bessel function J1, there is no wave in the flow and the wave drag is zero. The drag coefficient is found to be sub-divided into different regions between R0−1 = λn and λn+1, with n = 1,2,3,.… When each λn is exceeded, the drag coefficient jumps from zero to a value which is one order higher than its values in the previous region (except in the case n = 1), and then decreases to zero as R0−1 increases toward λn+1. Very high wave drag can be expected in flows of large swirl ratios.

Studying and Modeling Flow-Through Behavior of Agglomerate Structures Moved in Fluids

2000 ◽  
Vol 23 (9) ◽  
pp. 777-787
Author(s):  
M. Vögl ◽  
P. Ay ◽  
D. Schorning ◽  
H. von Thünen
Keyword(s):  
Flow Through ◽  
Modeling Flow
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