2015-Quiz1-Solution

pdf

School

University of British Columbia *

*We aren’t endorsed by this school

Course

316

Subject

Civil Engineering

Date

Dec 6, 2023

Type

pdf

Pages

3

Uploaded by kaatoo1011

Report
Student Name:_______________________ Student Number:__________________ MODULE 1 EXAMINATION The University of British Columbia Department of Civil Engineering Civil 315, Fluid Mechanics II 2 October 2015 50 minutes Page 1 of 8 DO NOT OPEN EXAM UNTIL ASKED TO DO SO!! Contravention of the following may result in a mark of zero for your exam: One sheet of paper with writing on both sides and a calculator allowed. No cellphones or other devices capable of wireless data transfer allowed. No talking. Write name and student number in ink on each page. Write solutions on exam. Produce photo ID upon request. Do not leave the room without permission. Do not leave during the last 5 minutes of the exam. Stop writing and pass your exam to the nearest aisle when asked. Tips: Use the backside of pages for scratch space. Double-check your work, especially consistency of units. Attempt all questions Markers Only Question Mark Q1 (5 Marks) Q2 (15 Marks) Total
Student Name:_______________________ Student Number:__________________ MODULE 1 EXAMINATION The University of British Columbia Department of Civil Engineering Civil 315, Fluid Mechanics II 2 October 2015 50 minutes Page 2 of 8 Question 1 (5 Marks) For the close tank with Bourdon-tube pressure gages tapped into it, what is the specific gravity of the oil and the pressure reading on the gage C? 1.0 m 0.5 m 0.5 m 1.0 m P A = 50.0 kPa P B = 58.5 kPa P C = ? Air Oil Water 12 = 133 + 8 *( 0 . 51 + 14 . 0 ) PB = Pa + 80111 . 0 ) i boy = Pg - Pa = 8 . 5×103 C Palm ) Pc = 58 . 5×103 + 18 . 5×103×0 . 5 ) + ( 9 . 8×103×1 . 0 ) = 72 . 55×103 ÷ 72 . 6×103 ( Pa ) Soil = ¥ 1 = ¥ 833 = 0 . 8673 = 0 . 82
Student Name:_______________________ Student Number:__________________ MODULE 1 EXAMINATION The University of British Columbia Department of Civil Engineering Civil 315, Fluid Mechanics II 2 October 2015 50 minutes Page 4 of 8 Question 2 (15 Marks) A pump draws water from a reservoir, where the water surface elevation is 150 m, and forces the water through a pipe 1500 m long and 0.3 m in diameter. This pipe then discharges the water into a reservoir with water surface elevation of 190 m. The flow rate is 0.3 m 3 /s. Determine the head supplied by the pump, and draw the HGL and EGL for the system. Assume that the pipe is horizontal and is 145 m in elevation and pipe is made out of rough concrete which has the roughness of ε = 1 mm. If pump efficiency is 87% and the electricity price is $0.07 kWh, how much would be the pumping cost for one year? Pump Q = 0.3 m 3 /s
Your preview ends here
Eager to read complete document? Join bartleby learn and gain access to the full version
  • Access to all documents
  • Unlimited textbook solutions
  • 24/7 expert homework help