In the pipe systems (a), (b), and (c) in the Figure, find the flow and velocity in each pipe and thepressure at points A. Assume all nodes are at identical elevations.m/min 20 m/min20 m /minP- 1000 kPSm/min1500 m1000 m455 mm405 mm1000 m 405 mm800 m 255 mm 300 m305 mm300 m205 men1100 m305 mm1000 m305 mmA500 m205 mm10 m/min5m/min10m3/min5 m/min15 m /min5m/minElev 300 m405 mm2000 m1502000 mElev 250 m5m/min 10 im/min6 m/min205 mm205 mm2000 m A 2000 mle)000

Discharge is the main quantity in any sector that is used to transfer fluid from one place to…

Answered: In the pipe systems (a), (b), and (c)…

In the pipe systems (a), (b), and (c) in the Figure, find the flow and velocity in each pipe and the pressure at points A. Assume all nodes are at identical elevations.

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 certain part of cast iron piping of a water distribution involves a parallel section as shown in…

Q: Derive an expression for the capillary rise between two vertical parallel plates of width b…

A: Given data, To find capillary rise between two parallel plates of width b partially immersed in a…

Q: The diverging tube shown in the figure discharges water when h =5 ft. Area A is 1.5 times Ao.…

Q: An orifice on the side of a tank discharges water under a head of 9 ft. if the diameter of the…

A: Coefficient of discharge: The ratio of actual discharge to the theoretical discharge is known as the…

Q: (a) Develop a model that describes the system (b) Represent the model in the state space form (1)…

A: a.) Model defined the system Water first flows in the tank1 and after filling till a certain height,…

Q: For the following functions in two-dimensional irrotational flow, determine the conjugate functions…

Q: Two hydraulic cylinders in a hydraulic system are shown in Figure 3.2. The inner diameters of the…

A: In piston A, given Velocity of flow = V1 = 1.25 m/s diameter = d1 = 75 mm = 0.075 m…

Q: QI: Under laminarcondition, the pressure drop per unit length of a small-bore tube is a function…

Q: Show that the velocity potential (r, z) in axisymmetric cylindrical coordinates (see Fig. 4.2) is…

A: Write the function in 3d coordinate system:

Q: 01: Under laminar condition, the pressure drop per unit length of a small-bore tube is a function…

A: Data Given: Pressure drop = dpdxDischarge = QFluid Viscosity = μCoefficient of friction loss = fTube…

Q: The Power (P) required to drive the pump depends upon the diameter (D), the angular velocity (0),…

Q: The tapered settling tank is completely filled with oil. Determine the resultant force the oil…

A: The trapezoidal channel is useful in storing water and creating a maximum flow of water use when…

Q: For the following functions in two-dimensional irrotational flow, determine the conjugate functions…

Q: Problem 1: Potential and stream functions For the velocity potential: 3xy2 L' L. L and v, are…

A: Vx=∂ϕ∂xVy=∂ϕ∂y Calculating the velocity potential:…

Q: The HDPE pipe shown in the Figure is supplying the water tank with a flow rate of 10 litre/s. The…

A: Fluid mechanics has numerous applications in civil, mechanical, and chemical engineering as well as…

Q: For a two dimensional potential flow, the velocity potential is given by, O = x(2y-1) The value of…

Q: Derive, from first principles, the condition for irrotational flow prove that, for potential flow,…

A: The velocity potential (ϕ) is defined as a function of space and time which is a -ve derivative…

Q: (Flow through Single Pipes). Determine the flow in each pipe and the pressure at the junction node,…

A: g= 9.81m/s2 =32.19ft/s2

Q: Derive hf with respect to Q of the following empirical equation below. Consider that the circular…

A: Given data- Empirical equations are given- V=0.849 C R0.63 S0.54V=1/nR2/3S1/2 To Find- It is needed…

Q: The pressure-flow characteristic of a pump can be expressed in equation form as AP, = Qo - aQ? The…

A: Pressure: It is defined as the amount of force that is applied normally to the surface which is a…

Q: Check my A vertical concentric annulus with outer radius ro and inner radius is lowered into a fluid…

Q: Q3(b) A pitot tube and a piezometric tube are installed in a horizontal pipe adjacent to each other,…

Q: Determine the flow rate of water (10°C) that will cause a pressure drop of 17,250 N/m2 %3D in 350 m…

A: The given values are as follow,Pressure drop=17,250Nm2D=60cm=0.6mε=0.26mmn=0.011Ch=130ρ=1000kg/m3To…

Q: Calculate the pressure at point A, Pa in compound differential manometer as shown in Figure 2.

Q: For the below figure, find pressure head, total head, datum head at point A. Assume velocity head is…

A: Given: The seepage length is 5m. Consider the figure.

Q: t two points 1 and 2 in a pipeline the velocities re Vand 2V, respectively. Both the points are at e…

A: To find the pressure difference (P1 - P2) -

Q: For the following functions in two-dimensional irrotational flow, determine the conjugate functions…

Q: The figure shows a conduit made of 1 std type K drawn copper tubing that conveys acetone at a flow…

A: Given a pipe system that conveys acetone at a rate of flow of 1.33×10-3m3/s. It is required to…

Q: B) The laminar flow velocity profile in pipe for Newtonian fluid is given by: Ux = 2ū [1 - ()²],…

Q: es at entrance and exit of conical daft tube are y the entrance of draft tube. Assume friction lo…

Q: Bernoulli’s equation and represents the sum of velocity head, pressure head and the elevation head…

Q: Consider the system below with PA=50 kPa, VA=5 m/s and d=20 cm. Determine the Problem 3.2.2 heights…

A: Given information:

Q: Q3// The Power (P) required to drive the pump depends upon the diameter (D), the angular velocity…

Q: The figure shows gate AB, 4 meters high, submerged in water. It is inclined 40 degrees with respect…

A: Center of gravity refers to the location where the body's mass is concentrated. Center of gravity…

Q: The Bernoulli Equation can be written in terms of heights called heads. Define Energy Line and…

A: Hydraulic gradient line (H.G.L) : It is defined as , line joining the cumulative of Datum head (Z)…

Q: At t = 0 the tank shown in fig. is full up to top level, 25 of write the differential 25 equation…

Q: Water is flowing in a straight concrete lining centrifugally spun pipe as shown in the figure…

A: The given data is: Length of pipe=310 m Difference between gauge reading, hf=185 kpa…

Q: B) The laminar flow velocity profile in pipe for Newtonian fluid is given by: u₂ = 2ū [1-(2)²],…

A: Given the laminar flow velocity profile in pipe for Newton fluid, ux=2u¯1-2rd2 where, ux is the…

Q: (b) Water flows from a pressurized tank through a pipe and rises to the surrounding as shown in…

A: ii) Introduction : Flow velocity is a vector field that is used to mathematically characterise fluid…

Q: 2. An orifice on the side of a tank discharges water under a head of 9 ft. if the diameter of the…

A: It is required to determine the velocity. v=2gh Here g is the acceleration due to gravity, and h is…

Q: The velocity vector of a flow field is given as; V= -ai++5k where a is a constant. a) Determine…

A: Given data: Velocity vector V=-3yai+x4j+5k

Q: Determine the Natural Frequencies and mode shapes for the system shown in Figure below: EI=10.42x10°…

Q: For the following functions in two-dimensional irrotational flow, determine the conjugate functions…

Q: Water is flowing with flow rate 5 liter/s in a straight 50 mm diameter galvanized iron pipe as shown…

A: Solution attached below

Q: For the following functions in two-dimensional irrotational flow, determine the conjugate functions…

Q: Q 1: Find the value of pressure of CONFINED WATER at each of the points A and B and their…

A: Given data Radius Height of water column We will use hydrostatic law to find pressure

Concept explainers

Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

Question

In the pipe systems (a), (b), and (c) in the Figure, find the flow and velocity in each pipe and the
pressure at points A. Assume all nodes are at identical elevations.
m/min 20 m/min
20 m /min
P- 1000 kP
Sm/min
1500 m
1000 m
455 mm
405 mm
1000 m 405 mm
800 m 255 mm 300 m305 mm
300 m
205 men
1100 m
305 mm
1000 m
305 mm
A500 m
205 mm
10 m/min
5m/min
10m3/min
5 m/min
15 m /min
5m/min
Elev 300 m
405 mm
2000 m
150
2000 m
Elev 250 m
5m/min 10 im/min
6 m/min
205 mm
205 mm
2000 m A 2000 m
le)
000

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

Step 2

Step 3

Step 4

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 16 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

Fluid mechanics Water flows in a 15-in. diameter full-flowing cast-iron pipe. The friction slope is 0.00640 ft/ft. Find the discharge in units of gpm (gallons per minute) and cfs (cubic feet per second). Use the equation Q = 0.279CD2.63S0.54
A reservoir is supplied with water at 15 by a pipe with a venturi meter as shown. The water leaves the reservoir through a triangular weir with an included angle of 60°°. The flow coefficient of the venturi is unity, the area of the venturi throat is 0.09 m2, and the measured Δp is 70 kPa. Find the head, H, of the triangular weir.
In the pipeline shown in the figure, the diameter of all pipes (D) is 200 mm and their friction coefficient (f) is 0.02. Thisfor pipeline a) Calculate the maximum flow and draw the hydraulic slope plot. b) Flow rate Q=0.05 m3 To reduce to /s, calculate the required head loss on the valve and calculate the hydraulic slope line.draw. c) HP = 15 – 2000Q2 (Q:m3 /s, Hp: m) placement of a pump with characteristic equation at point BCalculate the flow rate and draw the hydraulic gradient line. Note: The criteria for 3 m < P/γ < 80 m and 0.5 m/s < V < 2 m/s along the pipeline must be met for all cases.
Topic: Flow in closed conduits For the pipe network shown, the flow of water from A to the first junction is 2 cubic feet per second. Assuming all pipes have a friction factor of 0.020 Which of the following statements is FALSE? *The inflow in pipe 1 is equal to the ouflow in pipe 5. *The sum of the discharge of pipes 2 and 4 is equal to the ouflow in pipe 5. *The sum of the discharge of pipes 2 and 3 is equal to the inflow as well as the outflow. *The inflow in pipe 1 is equal to the outflow in pipe 5 Please answer with complete and detailed solution. ASAP. Thank you
Pipes 1, 2 and 4 are connected in series with pipes 2 & 3 parallel to each other.Pipelines Diameter Length Friction Factor1 350mm 2500m 0.022 400mm 4000 m 0.023 300mm 2000 m 0.024 450mm 2500 m 0.02If the discharge of pipeline 2 is 0.05 m^3/s,1. Compute the rate of discharge of pipeline 32. Compute the rate of discharge of pipeline 43. Compute the total headloss of the pipe system
A pipe has a length of 170 m., and a diameter of 0.42 m. The coefficient of rougness is C = 105, and the headloss is 15 m. Determine the discharge (L/s) inside the pipe. (Answer 801.181)
Figure shows that the pipe flow of 50 m^3/hr, is driven by pressurized air in the tank. Determine the head loss in the "smooth" pipe in meters if its friction factor is 0.014. A. 12.9517 B. 39.5136 C. 99.9358 D. 30.4889 What gage pressure p1 in kPa, is needed to provide the given flow rate? A. 1121 kPa B. 1725 kPa C. 1692 kPa D. 1328 kPa
Refer to Fig 2 Find the flow rate in m3/sec/m length (at right angles to the cross section shown) through thepermeablesoillayer.Given:H=5m,H1 =2.8m,h=3.1m,L=60m,α=50,k=0.05cm/sec.
A 750mm dia. pipe 1162m long carrying 2.4 cubic meter per second of water branches into two pipes, 450mm dia. and 600mm dia. at junction A. The 450mm pipe is 1254m long and the 600mm is 1196m long. They come together at junction B and continue as a single pipe 750mm in diameter and 866m long. Assuming the values of fare 0.017, 0.019, and 0.020 respectively for the 750mm, 600mm, and 450mm pipes. What is the discharge in the 450mm pipe?
Pipelines 1, 2 and 3 are connected with parallel to each other with pipeline 1 having a diam. of 450 mm, 600 m long, pipeline 2, 400 mm diam., 800 m long and pipeline 3, 500 mm diam., 700 m long. the 3 pipes carries a combined discharge of 0.86 cum/sec. Assuming f = 0.02 for all pipes. Compute the discharge of pipeline 1. Use 3-decimal places. Compute the discharge of pipeline 2. Use 3-decimal places. Compute the discharge of pipeline 3. Use 3-decimal places.
A pipe line between points A and B consists of 305m of 450mm followed by 240m of 305mm, followed in turn by 150m of 200mm. If n =0.011 and the total head loss from A to B is 3.60m, determine the Q by a) computing the equivalent length of 305mm pipe and b) by computing the equivalent diameter with length of 700m.
water from a reservoir flows at 0.85 m3/s through a rigid pipe 1200 mm diameter and completely stopped by a closure of a valve almost instantly. Bulk modulus of water is 2.20 x 109 N/m2. a) Find the water hammer pressure for sudden closure. b) Find the discharge if water hammer pressure is 700 KPa. c) If the time of closure of valve is 4 sec. and located at 650 mm from the reservoir, find the water hammer pressure at flow rate at 0.85 m3/s.