Q.10) Water, is pumped between two reservoir at 0.005 m3/s through a 100 m of 2 in diameter pipe and several minor losses, as shown in figure. The roughness is ε=0.02 mm. Compute the pump head required to maintain the flow.

Q.10) Water, is pumped between two reservoir at 0.005 m3/s through a 100 m of 2 in diameter pipe and several minor losses, as shown in figure. The roughness is ε=0.02 mm. Compute the pump head required to maintain the flow.

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

Related questions

Q: please explain how to get the friction factor

A: The objective of the question is to calculate the friction factor, the power supplied to the pump,…

Q: Reservoirs A, B and C are located atop a hill as shown. Use the formula for headloss: hf = 0.083fsQ?…

Q: Find the cross sectional of pipe Discharge=22.34 m3/s Flow=2 m/s

A: Given data : Flow V=2 m/s Discharge Q=22.34 m3/s To find: Cross sectional area of pipe

Q: A smooth steel pipe of diameter 500 mm and length 850 m carry water at the rate of 0.05 m3/sec. Find…

A: As per policy, we can solve first one only from multiple questions. Kindly repost the remaining…

Q: Water with a temperature of 15° C flows continuously through a 5 cm diameter horizontal stainless…

A: “Since you have posted a question with multiple sub-parts, we will solve the first three sub-parts…

Q: Q5: For the system shown in figure. Find the total head loss from (A) to (B). the pipe…

Q: Q5:- Calculate the discharge of the system in fig. (4),neglecting all losses except through the…

Q: A 250 mm diameter and 3 km long straight pipe connects two reservoirs of water surface elevations…

Q: The three-tanks system in figure are interconnected as shown. Compute the flowrate in each pipe,…

A: To find discharge in all pipes

Q: Consider a desired pump operating condition which adds 35 psi at a flow rate of 500 gpa to water.…

A: Given data Pressure = 35 psi Flow rate = 500 gpm Density of water = 62 lbs/ft^3 Find the pump head…

Q: 4. The pipe system shown in the Figure. The flow rate in pipes AB and FG is 0.88 n'/s. All pipes are…

Q: regular exit 90" elbow 20 n Sharp entrance Half-open gate valve 12-in bend radius Pump Onen elobe

A: Solution :- Given data :- ρ = 2 slugs/ft3 = 1030.76 kg/m3ν= 0.000012 ft2/sec = 1.1148×10-6 m2/secQ =…

Q: A reducing elbow as shown in Figure 5.1 is used to turn water flow at a rate of 0.4 m/s in a…

Q: A pipeline carrying 0.257 m/s water is reduced suddenly from 400 mm to 250 mm diameter (Take Cc…

A: Note: As per Bartleby guidelines only one question has to be solved. So upload other questions…

Q: Water flows at a rate of 0.0300 m³ /s from reservoir I to reservoir 2 through three pipes connect in…

Q: Water (15 C) is transported from an open reservoir to the atmosphere through a new cast iron pipe (d…

Q: Head losses in pipe: 1 to 2: 3.00 m 2 to 3: 9.00 m 3 to 4: 18.00 m 4 to 5: 6.00 m W.S. |ELEV. 140…

A: Given diameter of pipe = 6 in Diameter of jet = 2 in Nozzle loss = 8 % of velocity head

Q: A pipe is used for energy transmission. Length and diameter of pipe are 80 m and 50 cm respectively.…

Q: Water flows from a large close tank, through pipe length 15m, diameter (30mm) and exits with…

Q: Water is at 20°C is pumped from a lower reservoir to a higher reservoir by a pump at a rate of 10…

Q: he figure shows a siphon discharging oil (sp.gr.= 0.90). The siphon is composed of 75 mm pipe…

Q: Problem : Taking into account only the local resistances, determine the level difference in the tank…

Q: Water in an open tank is being pumped to a second tank with a flowrate and viscosity of 0.0624 lb…

A: Water flow rate, m=0.0624 lb/sWater viscosity, μ=6.72*10-4 lb/ft.sSuction side pipe, = 2 in,…

Q: A reservoir has a depth of 20 ft. A pipe at the base of the reservoir needs to convey discharge of 2…

A: Given data: A reservoir has depth h=20 ft Discharge…

Q: Water at 20°C is transported from Tank 1 to Tank 2 at a rate of 0.5m 3 /s via a copper pipe of…

Q: In an annular section made of commercial steel pipe with an outer diameter or 13.78 inches inside a…

Q: A pipe of 180mm bore is delivering water at a rate of 8250dm3/min at a pressure 800kN/m2. It…

A: The volume flow rate remains constant for incompressible flow in a pipe flow. This is due to the…

Q: In an annular section made of commercial steel pipe with an outer diameter of 13 inches inside a…

A: Given data Inner diameter of pipe = 23 inch = 0.5842 mvolume flow rate = 500 L/s Length = 10…

Q: Q9- if the pump shown in figure develops 5hp on the flow what is ti (Q=0.0335m/sec)

A: given:P=5HP

Q: ( 350 L/min) of oil (r.d -0.9 and u =0.0574 Pa.s )flow through a pipe line 75 mm) in diameter…

A: Discharge, Q= 350 L/min= 3501000(60) m3/s= 0.35060 m3/s Relative density of oil, r.d= 0.9 Density of…

Q: pipe with 20 mm diameter as shown in Figure Q3. If the pressure at point 1 is P1 kPa. Determine the…

A: since P1 value is not given then assume that P1= gauge pressure at point 1 in kpa. Take density of…

Q: A pump delivers water from a tank (A)X water surface elevation=D110m) to tank B (water surface…

Q: a) The pressure head supplied by the pump, b) The total head loss between point b and 2.

Q: Find discharge Area=2 m2 Flow velocity=0.1 m/s

A: Given data : Flow velocity=V Area=A To find : Discharge

Q: Water is flowing in a 2-inch pipe at an average velocity of 10 m/s. Assuming the flow is laminar,…

A: d=2in

Q: Calculate the discharge throug

A: To find Discharge

Q: D.5m/s) find the (H).

A: To find H

Q: A pipeline has the following data at its two section A and B Item Section - A Section - B Diameter…

A: water flowing through point B to A at point B, D2 =0.45m, Z2 =16m, P2 =30KPa, α2 =1.25 at point A,…

Question

Q.10) Water, is pumped between two reservoir at 0.005 m3/s through a 100 m of 2 in
diameter pipe and several minor losses, as shown in figure. The roughness is ε=0.02
mm. Compute the pump head required to maintain the flow.
Z1-6 m
Sharp Entrance
K=0.8
Gate Valve
K= 0.2
Standard Elbow
K=0.9
Sharp Exit
K= 0.5
Gate Valve
K= 0.2
Long radius elbow
K=0.2
Z2-30 m

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.

Similar questions

For the flow of 12.9 L/min of water at 75 degrees Celcius in a plastic pipe, 16mm OD x 1.5mm wall, compute the expected maximum velocity of flow. Answer is 1.95m/s. Please show how to solve.
Taking atmospheric pressure head = 10.3 m of water. A 100 mm diameter horizontal pipe has a venturimeter of 0.5 contraction ratio. For no flow the head of water on the metre is 3 m (gauge). Find the rate of flow for which the throat pressure will be 2 metres of water absolute. The co-efficient of meter is 0.97
Water is pumped through 750 ft of 6-inch nominal diameter Schedule number 40 pipe. The difference in height between the exit and inlet planes is given as 50 ft. Pump Efficiency 80% Pump Motor Power is 20 Horsepower. Friction losses are shown as 50 ft-lbf / lbm. Calculate the flow in the pipeline
A 0.025 m diameter pipe carries oil of sp. gr. 0.9 at a velocity of 3 m/s. At another section the diameter is 0.020 m. Find the velocity at this section?
Q20/ The pipe flow shown in the Fig. is driven by pressurized air in the tank. What gage pressure P₁ is needed to provide a flow rate of 50 m³/hr. Neglect minor losses. 3600 Smooth pipe: d = 50mm Pl I 10 m 40m 20m 80 m Open jet
0105 Water at 40 °C is pumped from an open tank through 200 m of 50-mm-diameter smooth horizontal pipe as shown in Figure 1 and discharges into the atmosphere with a velocity of 3 m/s. Minor losses are negligible. (a) If the efficiency of the pump is 70%, how much power is being supplied to the pump? (b) What is the NPSHA at the pump inlet? Neglect losses in the short section of pipe connecting the pump to the tank. Assume standard atmospheric pressure. Note: for smooth pipe, friction factor, f = 0.0152 and at 40 °C. kinematic viscosity Temperature (°C) Water vapor pressure (N/m²) Specific weight (N/m³) (m²/s) 6.58 x 10-7 40 7.376 x 10³ 9.731 x 10³ T 3 m ! PUMP 9.731* Diameter = 50 mm Length 200 m e Figure 1
An industrial oil (s.g. = =0.85) is flowing at 160 gallons per minute (gpm) in a system with the following details: SUCTION: Standard elbow and the pipe is 7 foot-long. DISCHARGE: Street type elbow and the pipe length is 42 feet. Neglecting losses due to the filter and the hydraulic press, compute: (a) The total energy loss due to friction (suction and discharge pipes) (b) The total energy loss due to minor losses (suction and discharge) 3" Schedule 40 Pump 4" Schedule steel pipe 40 steel pipe Hydraulic Filter press Flow 4.0 ft 早 L0 ft 2.0 ft Reservoir
QUESTION 6 Pump BC in figure delivers 8 cfs through the pipe system shown. The elevation at reservoir D has to be maintained at 77 ft. There is a valve in the discharge pipe with a loss coefficient of 5. Neglect other minor losses. EL 20.0 37 20 78 20-18 f-0.030 400-12" EL. 10.0-0.020 The head (ft) developed by the pump is: 57 K=5.0
Calculate the Flow Rate of water at 5°C through the system below. Q = Flow 3.4 m 700 kPa 30 mm diameter DN 65 mm Schedule 40 Pipe