This preview has intentionally blurred sections. Sign up to view the full version.
View Full Document
Unformatted text preview: = 27.2 kg/s From M 1 and A 1 , and Eq. 13.7d (using builtin function IsenA ( M , k )) (13.7d) A* = 0.180 m 2 From M 2 and A *, and Eq. 13.7d (using builtin function IsenA ( M , k )) A 2 = 0.192 m 2 From M 1 and p 1 , and Eq. 13.7a (using builtin function Isenp ( M , k )) (13.7a) p 01 = 79.9 kPa For isentropic flow ( p 01 = p 02 ) p 02 = 79.9 kPa From M 2 and p 02 , and Eq. 13.7a (using builtin function Isenp ( M , k )) p 2 = 55.0 kPa...
View
Full
Document
This note was uploaded on 01/20/2012 for the course EGN 3353C taught by Professor Lear during the Fall '07 term at University of Florida.
 Fall '07
 Lear

Click to edit the document details