Question 3Water (p = 1000 kg/m³, μ = 1.12 x 10-3 Ns/ m²) flows through a 0.01-m-diameter pipe at a velocityof 2 m/s. The length of the pipe is 40 m. A pump is used to maintain the flow from one reservoir toanother reservoir as shown.The following data are available: KL elbow = 1.5, Kentrance = 0.5, Kexit = 1.0.ElbowPumpElbowFigure Q1Note that the entrance and exit are at the same elevation. The free surfaces of the reservoirs arealso at the same elevation.(a) Calculate the total head losses in the pipe.

Find:The total head losses in the pipe

Water (p = 1000 kg/m³, μ = 1.12 x 10-3 Ns/ m²) flows through a 0.01-m-diameter pipe at a velocity of 2 m/s. The length of the pipe is 40 m. A pump is used to maintain the flow from one reservoir to another reservoir as shown. The following data are available: Kelbow = 1.5, Kentrance = 0.5, Kexit = 1.0. Elbow (a) Pump Elbow Figure Q1 Note that the entrance and exit are at the same elevation. The free surfaces of the reservoirs are also at the same elevation. Calculate the total head losses in the pipe.

Water (p = 1000 kg/m³, μ = 1.12 x 10-3 Ns/ m²) flows through a 0.01-m-diameter pipe at a velocity of 2 m/s. The length of the pipe is 40 m. A pump is used to maintain the flow from one reservoir to another reservoir as shown. The following data are available: Kelbow = 1.5, Kentrance = 0.5, Kexit = 1.0. Elbow (a) Pump Elbow Figure Q1 Note that the entrance and exit are at the same elevation. The free surfaces of the reservoirs are also at the same elevation. Calculate the total head losses in the pipe.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

Q5/ Oil flows in a 0.3 (m) diameter pipe with a flow velocity of 2.7 (m/s). The physical properties of Oil are: 1- Dynamic viscosity is 0.39 (N.s/m²). 2- Density, p = 950 (kg/m³). Find: 1- The value of Reynold's Number Re and Mention the Type of flow. 2- The value of coefficient of friction f of the pipe. ---- ----- --
A venturi meter, shown in Fig. designed constriction whose pressure difference is a mea- sure of the flow rate in a pipe. Using Bernoulli's equation for steady incompressible flow with no losses, show that the flow rate Q is related to the manometer reading h by is a carefully 2gh(PM – p). A2 VT- (D/D;)4 where py is the density of the manometer fluid. 2
Q2- Water density =1000 kg/m and viscosity is 0.001 Ns/m², is pumped between two reservoirs at 0.2m/s through a 400 m of 8 cm diameter Cast Iron pipe and several minor losses as shown in the figure. Compute the pump power required in kW. Use the last one digit of your ID number for Z1 level in meter. Screwed Z2= 50 m regular 90° elbow Sharp exit Z;= ID m Sharp entrance Half-open gate valve `bend radius Pump Open globe valve 8 cm diameter
The velocity distribution in a 0.02 m diameter horizontal pipe conveying carbon tetrachloride (specific gravity = 1.59, absolute viscosity = 9.6 x 10-6 Pa sec) is given by the parabolic equation: v(r)=0.01(0.12- r?), where v(r) is the velocity in (m/s) at a distance r in (m) from the pipe center. What is discharge? O a. 3.13 x-8 m3/s O b. None of the mentioned O c. 1.047 x 108 m3/sec O d. 4.97 x 109 m3/sec
G1/ in the Pipe (A) is equal (PA= 25 Lit15), the diameter is equal ( DA - 75mm, Do = Fig.shown, the Flow rate in 6o mm, Dg = Dc%=30 mm), and the velocit Pipe (D) is equal (U0=5m/s), the relation between flow rate in Pipe (B) and pipe (c) %3D Find the Value af . 2- Un, UB, Uc. water Os = 30 mm input A QA - 25 Lit/sec = 75 mm fo mm %3D Inpud = A outPut = B,C,D accumule tion =o.
The diameter of a pipe at the larger end is 0.6 cm and at the smaller side is 0.3 cm the larger and smaller ends are located 8 meters and 4 meters, respectively, from a datum line. If at the larger end the velocity is 1.2 meters pee second and the pressure is 5300 kN/m^2, compute the pressure at the smaller end
A pipe of diameter 12 cm, is used to pump the water to the house in the Hamra hill at the height of 60 m than the ground. The discharge at the end of the pipe is 200 lit/s. The pressure gauge is fitted at the entry of the pipe in the ground is 34 N/cm?. Find the following: (i) The velocity head at the entry of pipe (in m) (ii) Pressure head at the inlet (in m) (iii) Total available energy per unit weight of the water at the pipe inlet (unit in m) (Enter only the values by referring to the units given in brackets & DO NOT write the unit & do not send the handwritten answers to my mail id...) velocity head at the entry of the pipe is = (unit in m) pressure head at inlet = (unit in m) Total available energy per unit weight of the water at inlet of the pipe
Water flows through a 125 mm diameter pipe at a velocity of 7.5 m/sec. Find the mass flow rate in kg/sec. NOTE: Do not write any unit to your answer, put your answer in a numerical form only and use up to 3 decimal places. ASAP PLS
49. Water flows at a rate of 200 GPM into a piping system connected in series. Length, diameter, and loss coefficient of each pipe are given below. For p= 62.4 Ibm/ft and u = 0.7E–3 lbm ft/s find total pressure drop and the diameter of an equivalent pipe representing this system. C) Fluid Power Theory an.. IndPitEn IlIb. Fluid Mechanics: Incompressible Viscous Flow 392 Pipe D K No. (ft) 100.00 (in) 5.00 (-) 50.00 1 2 80.00 4.50 45.00 3 70.00 4.00 65.00 4 120.00 3.50 55.00 5 90.00 3.00 15.00
Water flows through a Venturi meter, as shown in the figure. The pressures of the water at locations a and b in the pipe support columns of water that differ in height by L = 12 in. The atmospheric pressure is 14.7 Ibf/in?, the specific volume of water is 0.01604 ft/lb, and the acceleration of gravity is g = 32.0 ft/s?. Patm = 14.7 Ibr/in.? g = 32.0 ft/s² Water v = 0.01604 ft/lb Determine the difference in pressure between points a and b, in Ibf/in2?. Does the pressure increase or decrease from point a to point b? Sten 1
Air velocity in a duct is measured as 38.2 m/s by a pitot tube. Density of flowing air 1.3 kg/m3. If the pressure difference recorded by the pitot static tube is 0.1 m of water, calculate the coefficient of velocity of the pitot static tube. A Figure or Free Body Diagram will be much appreciated. Thank you
Oil is flowing upward through a Venturi meter as shown. Assuming discharge coefficient is 0.984, calculate the flow of oil in liters/sec. Ol S- 0.82 Glycerin s 1.26 1.50 m ww 00s