Mechanism of wake-induced flow dynamics in tandem flapping foils: Effect of the chord and gap ratios on propulsion

2021 ◽  
Vol 33 (8) ◽  
pp. 087104
Author(s):  
Vaibhav Joshi ◽  
Ravi Chaithanya Mysa
2017 ◽  
Vol 19 (5) ◽  
pp. 766-783 ◽  
Author(s):  
Khalid Al-Asadi ◽  
Jennifer G. Duan

A Delft3D-FLOW model was used to simulate tidal flow in Davis pond marsh in Louisiana, USA. The study area is a freshwater marsh consisting of one main channel and floodplain. Vegetation-induced flow resistance greatly influences tidal flow dynamics in the marsh. This study evaluated eight approaches to estimate vegetation roughness, including two constant Manning's n values, four empirical relations for calculating n, and two methods for calculating Chezy's C values originally embedded in the Delft3D model. Simulated results of water surface elevation (WSE) were compared with the corresponding field observation at eleven stream gauges in the study area. We concluded that the roughness coefficient for vegetated area varies with time as flow depth changes. Among the selected empirical relations for the vegetation roughness, the ones accounting for the effect of the vegetation frontal area and the degree of submergence have closely matched the measurements.


Author(s):  
Zijie Zhao ◽  
Jiun-Ming Li ◽  
Jianguo Zheng ◽  
Yongdong Cui ◽  
Boo Cheong Khoo

Ground Water ◽  
2010 ◽  
Vol 49 (4) ◽  
pp. 515-524 ◽  
Author(s):  
Vince R. Vermeul ◽  
James P. McKinley ◽  
Darrell R. Newcomer ◽  
Robert D. Mackley ◽  
J.M. Zachara

2017 ◽  
Vol 49 (3) ◽  
pp. 270-279 ◽  
Author(s):  
Yuye Ling ◽  
Xinwen Yao ◽  
Ute A. Gamm ◽  
Emilio Arteaga-Solis ◽  
Charles W. Emala ◽  
...  

Author(s):  
Hélène Mongeot ◽  
Jean-Baptiste Lesort

The impact of immobile traffic incidents on traffic flow dynamics is modeled using first-order macroscopic flow theory, in which an incident is characterized by dual severity, possibly extensive length, and duration. Incident-induced flow perturbation variations through space and time are then developed as are associated analytical expressions of shock waves, perturbation clearing time, and maximum queue length.


2007 ◽  
Vol 55 (S 1) ◽  
Author(s):  
F Schoenhoff ◽  
C Loupatatzis ◽  
FS Eckstein ◽  
C Stoupis ◽  
FF Immer ◽  
...  

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