Spelling suggestions: "subject:"friction resistance""
11 |
Flow and friction over natural rough beds /Paola, C. January 1983 (has links)
Thesis (Sc. D.)--Massachusetts Institute of Technology and Woods Hole Oceanographic Institution, 1983. / Cover title: Flow and skin friction over natural rough beds. Includes bibliographical references (p. 325-333).
|
12 |
An experimental investigation of inner surface roughness on friction factor for horizontal micro-tubesWen, Quan January 2010 (has links)
University of Macau / Faculty of Science and Technology / Department of Electromechanical Engineering
|
13 |
Water-drag coefficients in the Beaufort Sea : AIDJEX 1975-76LeBlanc, Alain, 1952- January 1981 (has links)
No description available.
|
14 |
Development and validity assessment of the Max Power Model for the detection, separation, and quantification of differences in resistive and propulsive forces in swimmingWhite, Joshua Childs. January 2006 (has links)
Thesis (Ph.D.)--Indiana University, School of Health, Physical Education and Recreation, 2006. / Includes bibliographical references (leaves 196-206).
|
15 |
A study of drag reducing agents in multiphase flow in large diameter horizontal pipelinesTullius, Lisa. January 2000 (has links)
Thesis (Ph. D.)--Ohio University, June, 2000. / Title from PDF t.p.
|
16 |
A theoretical and experimental investigation of near-wall turbulence in drag reducing flows /Bussman, Wesley Ryan. January 1990 (has links)
Thesis (Ph.D.)--University of Tulsa, 1990. / Includes bibliographical references (leaves 204-209).
|
17 |
Drag reduction in large diameter hydraulic capsule pipeline /Wu, Gangwei, January 1998 (has links)
Thesis (Ph. D.)--University of Missouri-Columbia, 1998. / Typescript. Vita. Includes bibliographical references (leaves 179-185). Also available on the Internet.
|
18 |
Drag reduction in large diameter hydraulic capsule pipelineWu, Gangwei, January 1998 (has links)
Thesis (Ph. D.)--University of Missouri-Columbia, 1998. / Typescript. Vita. Includes bibliographical references (leaves 179-185). Also available on the Internet.
|
19 |
A numerical study of resistance in a rough walled channel flow where the ratio of roughness length scale to the depth of flow varies over a wide rangeSenior, A. K. January 2009 (has links)
Numerical calculations were performed over a variety of two-dimensional rib roughness configurations in which the ratio of flow depth to roughness height was varied from 1.1 to 40. Periodically fully developed flow was achieved by employing periodic boundary conditions and the effect of turbulence was accounted for by a two-layer model. These calculations were used to test the hypothesis that any rough wall resistance may be reduced to an equivalent wall shear stress located on a plane wall. The position of the plane wall is determined by a novel method of prediction obtained by consideration of strearnwise force moments. The resistance is then determined by three dynamically significant length scales: the first (yo) specifies the position of the equivalent plane wall, the second is the depth of flow h and the third is similar to Nikuradse's sand grain roughness k,,. The latter length scale is however depth dependent and a universal relationship is postulated: ks y,, -,= F/Tk where ksw is the asymptotic value of ks at very large flow depths. For the calculation of friction factor, a resistance equation is proposed of the form typical of fully rough flows. These postulates are supported by the numerical model results though further work including physical experiments is required to confirm them. Before applying the two-layer model to this problem it was tested on smooth rectangular duct flows and Schlichting's (1936) long angle roughness experiments. The opportunity was taken to further explore these flows, and in addition calculations were carried out for Grass et al's (1991) open channel rib roughness experiments. The periodic boundary conditions were also applied to a larninar counter-flow plate-fin heat exchanger. A novel source-sink arrangement for heat flux was developed in order to implement these boundary conditions.
|
20 |
A Numerical study of resistance in a rough walled channel flow where the ratio of roughness length scale to the depth of flow varies over a wide rangeSenior, A K 28 October 2009 (has links)
Numerical calculations were performed over a variety of two-dimensional rib roughness
configurations in which the ratio of flow depth to roughness height was varied from 1.1
to 40. Periodically fully developed flow was achieved by employing periodic boundary
conditions and the effect of turbulence was accounted for by a two-layer model.
These calculations were used to test the hypothesis that any rough wall resistance may
be reduced to an equivalent wall shear stress located on a plane wall. The position of the
plane wall is determined by a novel method of prediction obtained by consideration of
strearnwise force moments. The resistance is then determined by three dynamically
significant length scales: the first (yo) specifies the position of the equivalent plane wall,
the second is the depth of flow h and the third is similar to Nikuradse's sand grain
roughness k,,. The latter length scale is however depth dependent and a universal
relationship is postulated:
ks
y,,
-,= F(Tkwhere
ksw is the asymptotic value of ks at very large flow depths. For the calculation of
friction factor, a resistance equation is proposed of the form typical of fully rough flows.
These postulates are supported by the numerical model results though further work
including physical experiments is required to confirm them.
Before applying the two-layer model to this problem it was tested on smooth rectangular
duct flows and Schlichting's (1936) long angle roughness experiments. The opportunity
was taken to further explore these flows, and in addition calculations were carried out
for Grass et al's ( 199 1) open channel rib roughness experiments.
The periodic boundary conditions were also applied to a larninar counter-flow plate-fin
heat exchanger.A novel source-sinka rrangemenfto r heat flux was developedi n order
to implement these boundary conditions.
|
Page generated in 0.1087 seconds