This preview shows pages 1–4. Sign up to view the full content.
This preview has intentionally blurred sections. Sign up to view the full version.
View Full DocumentThis preview has intentionally blurred sections. Sign up to view the full version.
View Full Document
Unformatted text preview: m /s of water flows steadily from an elevated large tank through a constant diameter pipeline into a turbine that is 100% efficient. The shaft work of the turbine is 1000 hp. The pressure in the pipe at a point 10 ft below the turbine is 18 psia, and at a point 300 ft above the turbine is 30 psia. Calculate the friction loss in the pipe in hp assuming constant pipe diameter. Q3. (40 marks). The figure below shows a horizontal flow separator (i.e., z 1 = z 2 = z 3 ). Water ( w = 62.4 lb m /ft 3 ) at points and exits to the atmosphere. The volumetric flow rate and pressure at point are 18.87 ft 3 /s and 50 psig, respectively. The diameters of the pipes are shown in the figure. Calculate the forces (magnitude and direction) required to keep the flow separator in place. Neglect frictional losses in your analysis. 50 o 40 o 8in 5in 3in...
View
Full
Document
This note was uploaded on 09/22/2009 for the course CHEMICAL E CHE 204 taught by Professor Dr.ibnelwaleeda.hussein during the Spring '09 term at King Fahd University of Petroleum & Minerals.
 Spring '09
 Dr.IbnelwaleedA.Hussein
 pH

Click to edit the document details