scholarly journals Rough-bed flows in geophysical, environmental, and engineering systems: Double-Averaging Approach and its applications

2008 ◽  
Vol 56 (3) ◽  
pp. 529-533 ◽  
Author(s):  
Vladimir I. Nikora ◽  
Paweł M. Rowiński
2007 ◽  
Vol 133 (8) ◽  
pp. 884-895 ◽  
Author(s):  
Vladimir Nikora ◽  
Stephen McLean ◽  
Stephen Coleman ◽  
Dubravka Pokrajac ◽  
Ian McEwan ◽  
...  

2007 ◽  
Vol 133 (8) ◽  
pp. 873-883 ◽  
Author(s):  
Vladimir Nikora ◽  
Ian McEwan ◽  
Stephen McLean ◽  
Stephen Coleman ◽  
Dubravka Pokrajac ◽  
...  

2018 ◽  
Vol 40 ◽  
pp. 05022
Author(s):  
Paride Nardone ◽  
Katinka Koll

Quantification of the resistance in complex roughness situations, when both bed surface and form roughnesses contribute to the total resistance, as well as partitioning of the two contributions is still unsolved. Studies about form resistance of single elements focused on obstacles mounted on smooth bed surfaces, and only few considered a rough bed surface. In order to define an approach for shear stress partitioning in open channel flows, the effect of flow conditions, the geometrical characteristics of the obstacle, and the effect of the bed surface need to be studied. This paper contributes to the topic presenting results of experiments investigating the flow field around a cube and a hemisphere mounted on a bed surface with wake interference roughness. The velocity field and the drag force exerted on the obstacles were measured with a 3D Laser Doppler Anemometer and a drag force sensor, respectively. The double averaging methodology (DAM) was applied to define the characteristic region influenced by the cube and the hemisphere, and to analyse the streamwise velocities. DAM was developed for canopy flow, thus, the methodology needed to be adapted for isolated obstacle situations. A dependency of the drag coefficient on the relative submergence is observed and analysed.


2012 ◽  
Author(s):  
Paula Schnurr ◽  
Matthew Friedman ◽  
Thomas Oxman ◽  
Allen Dietrich ◽  
Mark Smith ◽  
...  

Improving the efficiency of life cycle management of capital construction projects using information modeling technologies is one of the important tasks of the construction industry. The paper presents an analysis of accumulated domestic practices, including the legal and regulatory framework, assessing the effectiveness of managing the implementation of investment construction projects and of complex and serial capital construction projects, as well as the life cycle management of especially dangerous technically complex and unique capital construction projects using information modeling technologies, especially capital construction projects, as well as their supporting and using systems, primarily in the nuclear and transport sectors. A review of modern approaches to assessing the effectiveness of life cycle management systems of complex engineering systems in relation to capital construction projects is carried out. The presented material will make it possible to formulate the basic principles and prospects of applying approaches to assessing the effectiveness of the life cycle management system of a capital construction project using information modeling technologies.


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