Y E D I T E P E UNIVERSITY
FACULTYOFENGINEERINGANDARCHITECTURE
CO URSE SYLLABU S
200820092
CourseCodeName ME331FluidMechanics CourseSchedule InstructorsName Dr.EsraSorgven Phone X1498 email sorguven@yeditepe.edu.tr OfficeHours AssistantsName Phone email O
Solution for HW5
Spring 2009 ME331
a) Surface roughness for a new commercial steel pipe: =0.00015 m b) Minor and major losses a. For the suction side: Nominal size: 300mm => inner diameter: 304 mm => Area= 0.0725 m2 => u=1.378 m/s Re= 418 912 From Moody d
Hstat ME 331 hs Homework #5
Due date: 29.4.2009 1. The figure below shows a pumping station between two water tanks. Following data are known about the system: Discharge Q=0.1 m3/s Total static head Hstat=14 m Static suction lift hs= 2m Power input to pum
ME331 Spring 2009 Homework #4 due: 22.4.2009 11:00 1. Assume that you are working for a company that produces pumps. As an engineer your job is to determine experimentally, how the electrical power (PE) that a pump consumes varies with pump efficiency ( )
ME331 Spring 2009 Homework #3 due: 1.4.2009 11:00 1. Consider a steady, incompressible, laminar flow of a Newtonian fluid in an infinitely long round pipe of diameter D inclined at angle . There is a constant pressure gradient P/ x. a. Determine and sketc
ME331 Spring 2009 Homework #2 due: 18.3.2009 11:00 1. Propose an exam question to examine students the knowledge on Reynolds Transport Theorem. Most interesing question(s) will receive bonus points. 2. A tank is filled with water as shown below. If tank c
ME 331
21.09.2011
HOMEWORK 1
1.
Can a 2 cm long ant ( with a weight of 2*10 -4 kg ) break a water droplet with
a radius of 1 cm ?
Figure 1
2.
Rain flows down a roof with an inclinement of 30. As water flows down,
flow becomes fully developed and the water