kg/m³. The length of the pipe from junction S tothe inlet of reservoir R is 180 m.ReservoirP109 mDiameter = 30 cmFlow velocity= 2.56 m/sDiameter 30 cmFlow velocity= 1.98 m/s10 mS90 mLength = 180 mDiameter = 45 cmDatumReservoirReservoirR106 mConsidering head loss only due to friction (withfriction factor of 0.03 for all the pipes), the heightof water level in the lowermost reservoir R (in m,round off to one decimal place) with respect tothe datum, is Three reserviors P, Q, and R are interconnectedby pipes as shown in the figure (not drawn to thescale). Piezometric head at the junction S of thepipes is 100 m. Assume acceleration due togravity as 9.81 m/s² and density of water as 1000

Answered: Image /qna-images/answer/7c3a5a8c-afc0-4f31-b7d5-349d141d71f6.jpg

Three reserviors P, Q, and R are interconnected by pipes as shown in the figure (not drawn to the scale). Piezometric head at the junction S of the pipes is 100 m. Assume acceleration due to gravity as 9.81 m/s2 and density of water as 1000

Three reserviors P, Q, and R are interconnected by pipes as shown in the figure (not drawn to the scale). Piezometric head at the junction S of the pipes is 100 m. Assume acceleration due to gravity as 9.81 m/s2 and density of water as 1000

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: A Y kN/m 12 m The support at B can be assumed to be a roller. 1. What is the reaction at A? (kN) 2.…

Q: A flexible pavement has the following class of loads during a particular hour of the day. i. 80…

A: given- 80 buses with 2 axles of each 40 kN,160 buses with 2 axles of 40 kN & 80 kN.

Q: FORCES AND MOMENTS 19. A free-body diagram: a) Shows a member in terms of the forces and moments…

A: A free-body diagram. a) Shows & member in terms of the forces and moments acting on it.…

Q: Transferring a composite wall and then to an inside air represents heat from outside air to O…

Q: Describe the importance of computational fluid dynamics (CFD) in the Railway Industry.

A: What asked? Here asked about computational fluid dynamics (CFD) use in the Railway industry. Way to…

Q: A masonry dam of trapezoidal cross section has a height of 22 m, with one face vertical and a…

Q: An iron cannonball (specific gravity 7.87) floats in the mercury (specific gravity 13.56). What…

A: Answer : We are given Specific gravity of cannonball(SG)ball = 7.87 Specific gravity of…

Q: A consolidated drained (CD) triaxial test was carried out on a normally consolidated clay. The…

A: Given that A consolidated drained (CD) triaxial test was carried out on a normally consolidated…

Q: Determine the combined moment about O due to the weight of the mailbox and the cross member AB. The…

Q: (Buoyancy, force on plane surface) A cube, 3.5 ft on a side, weighs 3190 lb and floats half-…

Q: Q1/ Draw the S.F.D and B.M.D for the frame in Fig. (1).

A: DRAWING OF SFD AND BMD OF A GIVEN PROBLEM ###

Q: A retaining wall with measurements 30 mx 12 mx 6 m was constructed with bricks of dimensions 8cm ×…

A: Given data- Retaining wall size- 30 m×12 m×6 m, Brick size- 8 cm×6 cm×6 cm, 60% of the walls have…

Q: Determine the monthly payments for a five-year, $10,000 loan at an interest rate of 8% compounding…

A: Given:- 5 year P=$10,000 interestrate=8% To find:- monthly payments

Q: 1. A double-channel shape, 2C8 18.75, is used as a tension member. The channels are bolted to a…

Q: The correct distance between points C and D is 213.5m. If a 100-m tape that is 0.025m too long is…

A: The given data is shown below: Correct distance=213.5mTape length=100m

Q: rcular log 6m long has a radius of 1.40m. If the specific gravity of the log is 0.52 and if placed…

Q: 5. A transit with a stadia interval factor of 100.8 was set at C on the line between points A and B,…

Q: 22

A: Consider AC

Q: The main reinforcement in RC slab consists of 10 mm diameter bars at 100 mm c/c spacing. When 10 mm…

Q: Determine the reactions at the supports A and B of the compound beam. There is a pin at C.

A: Given : To Determine : Reaction at A and B ?

Q: Material Strengths: Fy = 248 MPa, Fu = 400 M Pa For the two lines of bolt holes, the pitch is the…

Q: Q.5 A grit chamber of dimensions 12.0 mx 1.50 m x 0.80 m liquid depth has a flow of 720 m³/hr. Its…

A: Given data- Grit chamber- Dimensions- 12 m×1.5 m×0.8 m,discharge Q=720 m3/hr, To Find- The surface…

Q: From the figure shown, consider 1 unit width of gate. W.S. 6 feet 6 feet 8. Compute the horizontal…

Q: A deposit of clay underlain a 4.5 m thick sand. Degree of saturation of sand is 37% and void ratio…

Q: A line is laid out using a 50-m tape. The standard error of each tape length laid out is assumed to…

A: To Determine :- Question 1. The standard error of the length of the line. Question 2. The correct…

Q: Please answer problem 4 and problem 5 please

A: Solution: Problem 4: Let L = a x b ∑Mc=0 RAa+b-Pb=0RA=Pba+b=PbL

Q: (Buoyancy, force on plane surface) A cube, 3.6 ft on a side, weighs 2920 lb and floats half-…

Q: Explain Multiroller

A: It is term related to geotechnical engineering.

Q: Q.5 on Determine the reactions in C member BCD as shown in figure? 6 m 4 m D 2 m 300 kN

A: Given A frame Required : Reaction in C on member BCD

Q: 2. Solve the forces in PQ, FL, QG, and QM. Hint: Identify all zero-force members and remove them…

Q: etermine the force P required to maintain the 195-kg engine in the position for which = egligible.…

Q: How can you say that a structure can withstand the loads applied on it?

A: Everything that has mass/wight has be drawn towards the center of earth. This phenomena is due to…

Q: 1. A double-channel shape, 2C8 18.75, is used as a tension member. The channels are bolted to a…

A: The given figure is shown below:

Q: Compute the moment (positive if counterclockwise, negative if clockwise) of the 0.41-lb force about…

A: Given data Find moment about O (MO) (positive if counterclockwise, negative if clockwise).

Q: Explain E-waste and tell its mix proprtion of cement aggregate and e waste as percentage and also…

A: Hi there!Thankyou for submitting question.But we answer only in typed format the solution cannot be…

Q: 9. Find the exact value (no rounding) for sin 0 and cos 0 for the given right triangle WITHOUT…

Q: ain FIVE (5) advantages of having a contract from the pers

A: A construction contract is a mutual or legally binding agreement between two parties based on…

Q: Construct the a-s graph of the motion and determine the time needed for the motorcycle to reach the…

Q: Problem #3 Am -2 m- OG 30 B -2 m- -2 m BKN C KN Y KN Determine the force in each member of the…

Q: Determine the effective interest rates corresponding to the nominal rates: (a) 7% compounding…

Q: SITUATION D. An open cylindrical tank having a radius of 250 mm and a height of 1.5 m is full of…

A: Given Data:Radius = 250mmHeight = 1.5m

Q: nd diameter

A: given data, length, l = 12 in diameter, d = 6 in compressive load, P = 150kips modulus of…

Q: 3. The bars AB and BC of the structure are 4m in length. A load of 10kN is placed at D and another…

Q: SITUATION E. A ship having a displacement of 20 000 metric tons enter a harbor of fresh water. The…

A: Given data: Displacement of seawater = 20,000 ton draft = 8.4 m SG of sea water = 1.025 area of…

Q: Determine the force in each member of the Truss shown

Q: Solve for the support forces and draw the shear force and bending force Q and M L1 = 4m L2 = 5m a =…

Q: A 100-m tape that is "x" m. too long was used to measure two points and the result is 420.307m. It…

Q: Is there any other way to got forces?

Q: A short RC concrete column of size 250 mm x 400 mm is reinforced with 5-20 mm Fe500 steel bars. The…

A: Given data- RC concrete column size- 250 mm×400 mm, 5-20 mm, Fe-500 steel bars.M30 concrete, To…

Q: The dry bulb temperature and relative humidity for the conditions (WBT=12.6 and specific volume=0.85…

A: Given data, Wet Bulb Temperature= 12.6 C Specific Volume = 0.85 m3/kg of dry air We have to find the…

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

kg/m³. The length of the pipe from junction S to
the inlet of reservoir R is 180 m.
Reservoir
P
109 m
Diameter = 30 cm
Flow velocity
= 2.56 m/s
Diameter 30 cm
Flow velocity
= 1.98 m/s
10 m
S
90 m
Length = 180 m
Diameter = 45 cm
Datum
Reservoir
Reservoir
R
106 m
Considering head loss only due to friction (with
friction factor of 0.03 for all the pipes), the height
of water level in the lowermost reservoir R (in m,
round off to one decimal place) with respect to
the datum, is

Three reserviors P, Q, and R are interconnected
by pipes as shown in the figure (not drawn to the
scale). Piezometric head at the junction S of the
pipes is 100 m. Assume acceleration due to
gravity as 9.81 m/s² and density of water as 1000

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 3 images

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

A parallel pipe net work connects the bottom of two reserviors. The head difference between the reserviors is 20 m. All three pipes have a ks value of 0.052. The lengths of the pipes are 70, 65 and 100 m and the diameters are 0.4, 0.35 and 0.5 m, respectively. Determine the velocity in each of the three pipes.
A swimming pool containing water is to be emptied by unplugging a 25 m length of horizontal pipe with anopening of 3 cm, attached to the bottom of the pool. The dimension of the pool is 8 m in diameter and 3 mhigh above the ground. Calculate for the maximum discharge rate of water in the pipe in L/s. Determine alsohow long it take to empty the swimming pool completely.
Water flows at the rate of 0.003 m3/s in a 100-mm-diameter pipe. Assuming n = 0.025, find the head lost per kilometer length of pipe. choices 15.2 m 13.5 m 12.5 m 15.3 m
Estimate the height which water will rise in a capillary tube 12mm diameter. Use surface tension = 0.0728 N/m and gamma = 9810 N/m^3 Ans. No Capillary Action
HYDRAULICS LABORATORY EXPERIMENT NO.4 3. Using the value of Cd, which you have obtained by experiment, determine the throat diameter of a Venturi meter which would measure a flow of 0.40 m3/s in a pipe of 0.60 meter diameter with a differential head of 0.80 meter
Estimate the height to which water will rise or fall in a capillary tube of diameter 3 mm. Use ? = 0.0728 N/m and ? = 9,810 N/m3for water.
1. Compute the head loss in a pipe with diameter 300 mm for a length of 15,000 meters and carrying a flow of 0.097, if f=0.02. (Hint: Use h=(0.0826fL(Q^2))/(D^5)
A pipeline 19km long, a 310mm diameter and with roughness ε = 0.04mm, conveys water from a reservoir (Elev. 855m) to a water treatment plant (Elv 690m). Assuming the reservoir remains full, and neglecting minor losses, estimate the quantity of flow. Take kinematic viscosity = 1.0x10-6 m2/s
In the figure shown, water (ν = 1 x 10-6 m2/s) flows at a rate of 5 L/s on a system of pipes. There are 40 m of 50-mm diameter pipe, 22 m of 150-mm diameter pipe, and 45 m of 75-mm diameter pipe, all cast-iron. There are two 90o elbows and an open globe valve. If the exit elevation is zero, determine the following:a) friction loss on each pipeb) total minor loss from the surface of the reservoir to the exitc) head extracted by the turbined) mechanical power extracted by the turbine
2.Water (ρ = 1000kg / m3, μ = 10-3Pa.s) flows at a speed of 1.6m / s (Reynolds number Re = 0.8 105) in a pipe whose diameter is to be determined.
In the figure shown pipes are in parallel connection with properties given. If the flow into the system is 850lps with total head loss of 10 J/N. For the value of f=0.020 for all pipes, find the diameter of pipe 4.
A pipeline, 50 cm diameter and 4,500 m long, connects two reservoirs whom constant difference of water level is 12 m. A branch pipe, 1,250 m long and taken from a point distant 1,500 m from reservoir A, leads to reservoir C whose water level is 15 m below that of reservoir A. Find the diameter, in centimeters, of the branch pipe, so that the flow into both the reservoirs is the same. Assume friction coefficient ƒ = 0.03 for all the pipes.