Two identical pumps connected in series using a pipe 3.5 cm diameter with water flowing at velocity 2.5 m/s The reading of the pressure gages G1=0.1 bar and G2 =0.6 bar. What is the head (m) rise in water caused by the TWO pumps? GI GZ G3 Pump Pump

Two identical pumps connected in series using a pipe 3.5 cm diameter with water flowing at velocity 2.5 m/s The reading of the pressure gages G1=0.1 bar and G2 =0.6 bar. What is the head (m) rise in water caused by the TWO pumps? GI GZ G3 Pump Pump

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Water is flowing through a 6-ft long vertical tapered pipe (top diameter = 4 in. and bottom diameter…

A: We can solve the problem using Bernoulli's Equation…

Q: pump is required to transfer water at the rate of 350 kg/s from an open sump to an open storage tank…

Q: Determine the pressure head at point 1 and point 2 (in meters). Also, determine the power delivered…

Q: A pump delivers water at a flow of 10 cubic feet per second (cfs) from a lower reservoir to an upper…

A: Discharge Q=10 ft3/s=0.283168 m3/sec diameter d=16 in=1.33 ftarea A=π4×d2=π4×16122=1.396 ft2…

Q: Oil flows from a tank through 150 m of 150 mm pipe and then discharges into air as shown. If the…

Q: reynolds number b.) total head lossv(m) c.) gage pressure at 1

A: Gauge pressure: - It is defined as the extra pressure to a system with respect to local atmospheric…

Q: Situation # 4: The pump shown draws water from the reservoir A at elevation 10m and lifts it to…

Q: (c) Figure Q4(c)(i) shows the system consists of 1200 m of 5 cm cast-iron pipe, two 45° and four 90°…

A: L = 1200 mD = 5 cm or 0.05 m Q = 0.005 m3/s = 0.001 kg/m s

Q: A pipe (AB) that is 2300 m long and 400 mm diameter ,carries 150 L/s, C%=D100 ,the elevation of…

Q: pump is to deliver water from an underground tank against a static head of 40m. The suction pipe 50m…

Q: Two homogeneous pumps runs at a same speed of 500 rpm. Pump A has diameter 50 cm and discharges 0.6…

A: Given- Same speed=500 rpm Diameter=50 cm discharge=0.6 m3/s, Net head=50 m, Pump B discharge=0.3…

Q: he head-discharge relationship for a certain pump can be represented by the equation H = 28 - 9Q2.…

Q: The large tank shown in the figure contains water and shoots it up using a pump connected to its…

A: In the given figure a pump placed at the bottom of the tank of depth 20 m raised the liquid to 27 m…

Q: The head-discharge relationship for a certain pump can be represented by the equation H = 28- -90².…

Q: A pump at elevation (6.0 meters) lifts water from reservoir A (elevation 0.0 meter) through a150-mm…

Q: A cylindrical water tower of diameter 3m supplies water to a house. The level of water in the water…

A: Given, Qmax=0.002 m3/sec d1=2.5 cm h1=35 cmh2=5 cm γw=10 kN/m3

Q: BUILDING 3.6m 2F 1m 3.6m 1F ТАР Im GROUND 0.9m 3.6 m PIPELINE BASEMENT 1m

A: The given data is: Maximum flow rate at 1F (Q1F) = 2.5 L/s Inner diameter of the taps (d) = 18 mm g…

Q: Two reservoirs are connected by distribution pipeline as shown in the figure. Assuming no head loss…

Q: Problem 6: If the velocity of water is 8.5 m/s and the pressure is 135KPA on the discharge side of a…

A: Step : 1 Head of Pump :- It is the height of pump due to which pumping can occur against gravity.…

Q: Water is pumped between two reservoirs at 0.25 m³/s through 800 m of 250 mm diameter pipe and…

Q: 14. Water is pumped from one tank to another through a 0.100 m smooth plastic tube. The flow rate is…

Q: Fig. 2. Assume constar factors, with f = 0.018. The head-discharge relation for the pump is Hp =…

Q: 1. An orifice at the bottom of a rectangular tank has a cross-sectional area of 0.004m². The tank…

Q: The pump shown draws water from reservoir A at elevation 10 m and lifts it to reservoir B at…

A: Pump pressure leads the rock to fracture, and water carries sand into the hydraulic fracture to prop…

Q: Water is pumped from reservoir A at elevation 250 m. The pump is close to reservoir A and is at the…

Q: The pump is powered by a 30 kW motor. If the pump is 82% efficient, determine the pressure rise…

A: V1 = 40 m/s d1 = 4 cm =0.04 m d2 = 8 cm = 0.08 m effective power P = 0.82 x 30000= 24600 W

Q: Calculate the minimum value of hz that is necessary to guarantee an outgoing water flow rate of Q m…

Q: A pump is rated with 80% efficiency and requires 4hp of power. The power output results to a…

A: Efficiency of the pump = QHρ367 P2 ρ=1000 kg/m3 P2= 2.9828 KW Velocity = 5ft/s=1.524 m/s Average dia…

Q: Subject hydraulics: Consider FIGURE R1M—3. Determine the discharge and the pressure head at A and B…

Q: 5. Oil (S=0.92) is transported through the system as shown below. If the pressure head difference…

A: Given :

Q: Current Attempt in Progress A 1-m-diameter cylindrical mass, M, is connected to a 2-m wide…

A: To find out the required value of M. Where, B = 2m H = 2.2 m D = 1m

Q: Two reservoirs 1500 m apart have a water surface elevation difference of 18 m. A cast iron pipe with…

Q: storage tank located 30m above the pump. The suction pipe is 350mm in diameter and 12m in length,…

Q: Problem 4. Fundamentals of Fluid Flow. Solve for the head added due to pump (in meters) for the…

Q: A centrifugal water pump with a suction pipe is shown in Figure 3.5 Pump output is Q-0.03m'/s, the…

A: Apply Bernoullis theorem…

Q: A pump draws water from reservoir A and lifts it to reservoir B as showm, The head los from…

A: Discharge, Head loss from A to pipe 1, Head loss from pipe 2 to B, To find: (a)Horse…

Q: Three pipes of 400 mm, 350 mm and 300 mm diameter are connected in series between two reservoirs…

A: In this question 3 pipes are given which are in series network all types have different length and…

Q: The water is flowing with a velocity of 1.5 m/s in a pipe of length 2500 m and of diameter 500 mm.…

A: Using formula

Q: Bernoulli's theorem demonstration: D ° ° 1° d 5 L of Water is flowing through a venturimeter in…

A: D = 32 mm =0.032 md = 23 mm = 0.023 mArea, of diameter D = 0.023 mArea, of diameter d =0.023 m

Q: 3. Water is being pumped at 2.5ft3/s. The head loss between points 1 and 2 is 9ft and the power…

A: Given data: Flow of water pumped by the pump: Q=2.5 ft3/s Head loss between point 1 and 2 = hL=9 ft.…

Q: Consider the figure below. The pump supplies water from reservoir A to reservoir B through the 500mm…

A: The answers given for subpart (a) and (b) are not correct.

Q: 14. Water is pumped from one tank to another through a 0.100 m smooth plastic tube. The flow rate is…

A: Given :

Q: Draw he, he, and h, for the system shown in figure (A).

A: Answer Consider a datum and 1,2,3,4 and 5 points as shown below At 1 Elevation head = 4.5 Pressure…

Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

Two identical pumps connected in series using a pipe 3.5 cm diameter with water flowing at velocity 2.5 m/s
The reading of the pressure gages G1=0.1 bar and G2 =0.6 bar. What is the head (m) rise in water caused
by the TWO pumps?
GI
GZ
G3
Pump Pump
8-02 PM
ENG
8/26/2021
94°F
Lenovo K9 Note
Al Dual Camera

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

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 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, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Read the question carefully and give me right solution according to the question
A pump is discharging 12 lit/sec ofwater through 100mm diameter smooth steel pipe. When the pump is 720 kPa, the discharge pipe is at a point 540m distant from the pump and 45m higher in elevation. a. What is the velocity of flow on the discharge side of the pump? b. Assumingf= 0.025, compute the head loss of the pipe. c. Compute the pressure expected in the discharge pipe. 2 45 m 540m - 100mm dia
A steel pipe is used to drain water from a reservoir that is 50 m above the datum, and water is discharged into the air at the elevation of the datum. The pipe is 1500 m long and 450 mm diameter and 50 mm wall thickness. A valve is installed at the downstream end of the pipe allows a flow rate of 0.71 m³/s. The valve was completely closed in 1.4 sec. Calculate maximum hammer pressure at the valve. The pipe is longitudinally anchored. Eb = 2.1×10° N/m², Ec=1.9×10¹¹ N/m².
The pump whose characteristics are: H, = 80 – 600V²2 %3D n = -1500V² + 700V Elevation = 230 m |(2) (1) Elevation = 200 m 1000 m pipe 40 cm in diameter Pump Figure Q3 is used to pump water (µ=0.001kg/ms) a distance of 1000 m between two reservoirs the elevations of which are shown in Figure Q3 and remain constant. The pipe is 40 cm diameter commercial steel (ɛ=0.046 mm). Ignoring minor losses and assuming fully turbulent flow. Determine d) The volumetric flow rate e) The efficiency at the operating point
Determine the flow distribution of water in the system shown in Figure below. Assume constant friction factors, with f= 0.03. The head-discharge for the pump is Hp = 70 m el 50 m Pipe L (m) D (mm) ΣΚ el 48 m 1 100 750 850 350 200 200 [2] [4] 3 el 0m [5] 4 500 200 350 250 [1] [3]
Mato 5
شمذنس Fluid mechanics
Please solve in detail.