Z1=5m Q2- Water density =1000 kg/m and viscosity is 0.001 Ns/m², is pumped between tworeservoirs at 0.2m/s through a 400 m of 8 cm diameter Cast Iron pipe and severalminor 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.ScrewedZ2= 50 mregular90° elbowSharpexitZ;= ID mSharpentranceHalf-opengate valve`bend radiusPumpOpen globevalve8 cm diameter

Given:- ρ=1000kg/m3μ=0.001N s/m2Q=0.2m3/sL=400mD=8cm=0.08m To find: Required power, P

- Water density =1000 kg/m³ and viscosity is 0.001 N s / m?, is pumped between two reservoirs at 0.2m³/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.

- Water density =1000 kg/m³ and viscosity is 0.001 N s / m?, is pumped between two reservoirs at 0.2m³/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.

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

pls ans asap Water flows at 0.07 cubic meter per second through a pipe. A horizontal venturi meter with throat diameter of 150-mm was used to measure the velocity inside the pipe. Based on manometer reading, the differential gauge is deflected 1.2 meter. If the specific gravity of the manometer fluid is 1.60, the diameter of the pipe, in millimeter (mm), that was used is
The pressure of water flowing through a pipe is measured by the arrangement shown below. For the values given, calculate the pressure in the pipe. Po=30 kPa Air Pipe Waler 15°C Water hy = 50 cm 15°C L=6 cm h = 8 cm 4=6 cm Ciage fluid SG = 24
1. Solve the following and draw the figures Í. A 30 cm x 15 cm venturimeter is inserted in a vertical pipe carrying water, flowing in the upward direction. A differential mercury manometer connected to the inlet and throat gives a reading of 30 cm. Find the [Ans. 154.02 lit/s] ii. If in the problem 13, instead of water, oil of sp. gr. 0.8 is flowing through the venturimeter, determine the [Ans. 173.56 lit/s] III. The water is flowing through a pipe of diameter 30 cm. The pipe is inclined and a venturimeter is inserted in the pipe. The diameter of venturimeter at throat is 15 cm. The difference of pressure between the inlet and throat of the venturimeter is measured by a liquid of sp. gr. 0.8 in an inverted U-tube which gives a reading of 40 cm. The loss of head between the inlet and throat is 0.3 times the kinetic head of the pipe. [Ans. 22.64 lit./s] discharge. Take Ca = 0.98. rate of flow of oil in litres/s. Find the discharge.
An orifice meter with orifice area 969 mm2 is inserted in a pipe of area 1938 mm2 The pressure gauges fitted upstream and downstream of the orifice meter gives readings of 295 N/cm2 and 85 N/cm2 respectively. Co-efficient of discharge for the orifice meter is given as 0.64. Find the discharge of water through pipe. Head of water (in m) The discharge of water through pipe (in Litres/sec)
Hello i have an example with an answer , please show the solution since only the answer was shown in this example. And i need its solution to review properly. Thank you 1. ) Question : A pump has a brake horsepower of 35 hp with an efficiency of 68%. Neglecting frictional losses, calculate the volume flow rate (m3/min) if the discharge is raised 60 meters above.Answer: 1.82
G1/ In the fig.shown, the Flow rate Pipe (A) is equal ( QA = 25 Lit15), the diameter is equal ( DA = 75 mm, D, = De = Dc =30mm), and the velocity in Pipe (D) is equal (Uo=5 m/s), the relation between flow rate in in 6o mm, Pipe (B) and pipe (c) GB =3 Qc. Find the Value of '. Re, Qc, Qo. 2- UA, UB, Uc: Pe = 30 mm water Pc = 30mm imput QA = 25 2i+/sec OA= 75 mm = 6o mm input = A outPut = B, C, D accumulation = o.
An orifice meter with orifice area 969 mm2 is inserted in a pipe of area 1938 mm2 The pressure gauges fitted upstream and downstream of the orifice meter gives readings of 295 N/cm2 and 85 N/cm2 respectively. Co-efficient of discharge for the orifice meter is given as 0.64. Find the discharge of water through pipe. Head of water (in m) Answer for part 1 The discharge of water through pipe (in Litres/sec) Answer for part 2
Q1\ A horizontal Orifice meter is used to measure the flow rate of water through the piping system of 20 cm I.D, where the diameter of orifice in the meter is d2 = 10 cm. The pressure at inlet is 17.658 N/cm2 gauge and the vacuum pressure of 35 cm Hg at orifice. Find the discharge of water.
Water (p 1.96- slug) flows through the pipe system below. Data is given below: = ft³ Pipe 1: V₁=1.8 ft, D₁ =2.4 inches, p₁ =24.9 psi Pipe 2: V₂=1.4 t, D₂=1.9 inches 2 Pipe 3: D3=0.7 inches Assume no energy is lost to friction. Find the pressure p3. Report your answer in psi. V₂ V₁ P₁ D₁ D₂ P2 D3₁ V3 P3
Inlet and throat diameters of a horizontal venturimeter are 280 mm and 100 mm respectively. The liquid flowing through the venturimeter is water. Pressure intensity at inlet is 15 N/cm2, while pressure at throat is 50 kPa. Find flow rate of water in lit/min, assuming Cd is 0.7 and also draw the neat sketch. i) Actual flow rate = _______________________ lit/min.
Ql:- A 80 mm diameter of pipes and 300 mm long slides by its own weight of 1.7 kN inside a large cylinder of 80.2 diameter. The clearance between the eylinder and pipe is filled with oil of 5 stokes viscosity and s.g 0.92, find the velocity of sliding the pipe.
1. A pressure gauge attached to a pipe is reading 1.34 m of Hg at a place where the atmospheric pressure is 10.33 m of water. The approximate absolute pressure at the mountain isa. 930 kPab. 181 kPac. 280 kPad. 100 kPa 2. The flow is said to be unsteady and non-uniform when,a. The flow velocity is not changing with time but changing with spaceb. The flow velocity is changing with both time and spacec. The flow velocity is changing with time but not changing with spaced. The flow velocity is not changing with both time and space 3. The below figure shows a pipe with a circular cross section of diameter D mm on the left end and a square cross section with side D mm on the right end. Mercury enters the left end with a velocity 1 cm/s and leaves the right end with a velocity V2. Find V2 (neglect losses in the pipe).a. Cannot be find since length is not givenb. Cannot be find since diameter is not givenc. 7.85 mm/sd. 12.73 mm/s 4. 1 kg water is flowing through an inclined pipe at…