1976
DOI: 10.1093/qjmam/29.3.343
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Flow Through Constricted or Dilated Pipes and Channels: Part 1

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Cited by 114 publications
(109 citation statements)
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“…The viscous wall layers are unchanged from the hydrodynamic solution of Smith [3,4]. Including a Prandtl transposition to create a body fitted structured grid, the lower wall layer has x = Re X, t = Re 2/3 T and y = 1/3 (Y + hF L ), with expansions given by…”
Section: (B) the Hartmann Layersmentioning
confidence: 99%
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“…The viscous wall layers are unchanged from the hydrodynamic solution of Smith [3,4]. Including a Prandtl transposition to create a body fitted structured grid, the lower wall layer has x = Re X, t = Re 2/3 T and y = 1/3 (Y + hF L ), with expansions given by…”
Section: (B) the Hartmann Layersmentioning
confidence: 99%
“…In addition, for each value of H in figure 3, the hump height is increased from h = 0 to h = 4 in 20 increments in order to ensure stability of the solutions at larger hump height. A comparison between the wall layer solution with H = 0 and the solution of Smith [3] is shown in figure 2 for the hump F U = F L = X exp(−X 2 /32) when X > 0, with h = 2.5. Typical streamfunction solutions for the steady MHD wall layer problem are shown in figure 3 for the Gaussian hump F U = F L = exp(−3X 2 ), with h = 4.…”
Section: Xmentioning
confidence: 99%
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