scholarly journals Verification of the two-dimensional hydrodynamic model of the Lena River near Yakutsk by time-varying satellite data

Author(s):  
E.D. Kornilova ◽  
◽  
I.N. Krylenko ◽  
P.P. Golovlyov ◽  
A.A. Sazonov ◽  
...  
2016 ◽  
Vol 30 (10) ◽  
pp. 1265-1276 ◽  
Author(s):  
Yunhua Wang ◽  
Yanmin Zhang ◽  
Huimin Li ◽  
Ge Chen

1995 ◽  
Vol 42 (12) ◽  
pp. 2147-2155 ◽  
Author(s):  
B. Pejcinovic ◽  
H.H.K. Tang ◽  
J.L. Egley ◽  
L.R. Logan ◽  
G.R. Srinivasan

1972 ◽  
Vol 52 (3) ◽  
pp. 437-449 ◽  
Author(s):  
T. C. Adamson

A two-dimensional, unsteady, transonic, irrotational, inviscid flow of a perfect gas with constant specific heats is considered. The analysis involves perturbations from a uniform sonic isentropic flow. The governing perturbation potential equations are derived for various orders of the ratio of the characteristic time associated with a temporal flow disturbance to the time taken by a sonic disturbance to traverse the transonicregime. The case where this ratio is large compared to one is studied in detail. A similarity solution involving an arbitrary function of time is found and it is shown that this solution corresponds to unsteady chimel flows with either stationary or time-varying wall shapes. Numerical computations are presented showing the temporal changes in flow structure as a disturbance dies out exponentially for the following typical nozzle flows: simple accelerating (Meyer) flow and flow with supersonic pockets (Taylor and limiting Taylor flow).


2012 ◽  
Vol 60 (8) ◽  
pp. 4439-4443 ◽  
Author(s):  
Roberto Carrasco-Alvarez ◽  
R. Parra-Michel ◽  
Aldo G. Orozco-Lugo ◽  
Jitendra K. Tugnait

New Astronomy ◽  
2013 ◽  
Vol 23-24 ◽  
pp. 118-125 ◽  
Author(s):  
Ankan Das ◽  
Liton Majumdar ◽  
Sandip K. Chakrabarti ◽  
Sonali Chakrabarti

2016 ◽  
Vol 48 (6) ◽  
pp. 1697-1709 ◽  
Author(s):  
Christina Papadaki ◽  
Vasilis Bellos ◽  
Lazaros Ntoanidis ◽  
Elias Dimitriou

Abstract Hydraulic-habitat models combine the dynamic behavior of river discharge with geomorphological and ecological responses. In this study, they are used for estimating environmental flow requirements. We applied a Pseudo-two-dimensional (2D) model based on the one-dimensional (1D) HEC-RAS model and an in-house 2D (FLOW-R2D) hydrodynamic model to a section of river for several flows in respect of summer conditions of the study reach, and compared the results derived from the models in terms of water depths and velocities as well as habitat predictions in terms of weighted usable area (WUA). In general, 2D models are more promising in habitat studies since they quantify spatial variations and combinations of flow patterns important to stream flora and fauna in a higher detail than the 1D models. Relationships between WUA and discharge for the two models were examined, to compare the similarity as well as the magnitude of predictions over the modelled discharge range. The models predicted differences in the location of maxima and changes in variation of velocity and water depth. Finally, differences in spatial distribution (in terms of suitability indices and WUA) between the Pseudo-2D and the fully 2D modelling results can be considerable on a cell-by-cell basis.


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