The pipe network shown in the figure represents a sprav rinse system Find the flow in each pipe Assume C = 120 for all pipes 0.4m?/s 600m - 300mm 600m - 300mm 600m- 300mm B. 600m-300mm 600m-300mm 600m - 300mm 0.1 m'is 0.1 m's 0.1 m/s 0.1 m/s 400m -250mm > 400m -250mm 400m - 250mm 400m - 250mm

The pipe network shown in the figure represents a sprav rinse system Find the flow in each pipe Assume C = 120 for all pipes 0.4m?/s 600m - 300mm 600m - 300mm 600m- 300mm B. 600m-300mm 600m-300mm 600m - 300mm 0.1 m'is 0.1 m's 0.1 m/s 0.1 m/s 400m -250mm > 400m -250mm 400m - 250mm 400m - 250mm

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: 2. Consider the piping network shown. The pressure heads at points A and B are 80m and 52m,…

A: Pressure head at A, hA=80 m Pressure head at B, hB=52 m Head loss, H=80-52=28 m Hazen William…

Q: Three pipes of different lengths and diameters are connected in series as shown. All pipes have f =…

Q: A 30-cm by 15-cm Venturi meter is mounted on a vertical pipe with the flow upward. One hundred…

A: Given data, Cv = 0.957 Q = 125 L /s Diameter of inlet (D1) = 30 cm Diameter at throat (D2) = 15 cm…

Q: 1,=0.018 O a, 6cm, 1000m M 8 em, 800m =0.020

Q: The pipe connection shown shows a series-parallel connection. The rate of flow in the pipeline 1 is…

A: f = 0.02 Q1 = 300 lit/sec = 0.3 m3/sec

Q: Water flows to a circular pipe with a constant raduis of 10 cm. the speed and pressure at point A is…

A: Given,Radius of circular pipe, R = 10 cm = 0.1 mVelocity at point A, vA = 4 m/secPressure at point…

Q: A pipe increases in diameter from 300mm to 600mm. It contains a flowing oil (sp. gr. = 0.86). The…

A: Given: The inlet diameter of the pipe is 300 mm. The outlet diameter of the pipe is 600 mm. The head…

Q: Q2. Water is flowing downwards in the arrangement shown in figure below at a flow-rate of 0.4 m³/s.…

Q: 1. The figure shows a looping water pipe system. The pressure drop stood at 200030> mmHg from point…

A: step 1-

Q: n liquid (SG = 11) flows through a 315-mm diameter pipe at a velocity of 5.3 m/s. Find the mass flow…

Q: As part of a flow and pressure analySIs, a rectangular pipe loop with a length m and width of 300 m…

A: Equivalent pipe means a pipe which can replace existing compound pipe while carrying same discharge…

Q: 1. In figure 3, water at 10°C is flowing from section 1 to section 2. At section 1, which is 25 mm…

A: Given data in question Diameter Velocity Pressure at 1 To find out Pressure at point 2

Q: Consider the two reservoirs shown in figure, connected by a single pipe that changes diameter over…

Q: What is the flow rate through the smooth pipe of 5 mm-diameter shown in figure? Assume a laminar…

A: H = fL Q212.1*d5 H : head flow L : length of the pipe d: diameter of pipe Q : discharge f :…

Q: The pipeline shown in the figure A. takes water from a reservoir and terminates in a nozzle having a…

A: Given question shows the six stations of a pipeline system taking water fro reservoir and in a…

Q: The diameter of a pipeline at point 1 is 75 mm and at point 2 is 25 mm. Points 1 and 2 are at the…

A: Consider the following figure. The specific gravity is G=1.4. The pressure head at point 1 is,…

Q: An illegal connection was detected along a water 400 mm water supply line made with cast iron pipe…

A: Given, D=400 mm n=0.012 ν=10-6

Q: Problem 3: A tank has a hole in the bottom with a cross-sectional area of 0.0025 m and an inlet line…

A: Taking, A1= 0.0025m2 A2=0.0025m2 Cross sectional area of tank = 0.1m2 V3= 0.1cm/s = 0.1×10-2m/s h =…

Q: Water is flowing through a tube with the constant surface area as shown in the Figure Q2. 150 kPa 2…

A: Friction factor = 0.025 Velocity = 1.5 m/sec Viscosity of water ,μ = 8.9 x 10-4 Pa.s Length of flow…

Q: b. Three reservoirs A, B and are connected by a pipe system as show in the following figure. The…

A: D1=30cm D2=20cm D3=10cm L1=2000m L2=1000m L3=500m

Q: Estimate the height to which water will rise or fall in a capillary tube of diameter 3 mm. Use ? =…

A: Capillary tube of diameter = d = 3mm Surface tension = T = .0728 Nm Density of the water = ρ =…

Q: For the pipe network shown, the flow of water from A to the first junction is 2 cubic feet per…

A: We are given with the data

Q: Problem 1: Water at 60°C flows at a rate of 0.015 m³/s from the reservoir through the pipe system…

A: To Determine 1. If flow is laminar or turbulent inside the pipe 2. The energy loss, b, due to…

Q: length of 10 m, friction coefficient of 0.025, and local coefficient of 2; discharge pipe has:…

A: Given:- distance between water levels in the two tanks is 25 m; pump capacity is 10 m3/h; suction…

Q: Three reservoirs A, B, and C are connected respectively with pipes 1, 2, and 3 joining at a common…

Q: The flow rate of water through the pipe system shown in the figure is 30 lit/s under the total head…

A: Step 1

Q: Water flows through a pipe at 15 L/s as shown. If the gage pressure of 12.5 kPa, 11.5 kPa and 10.3…

A: Given data in question Pressure at 1 , 2 and 3 Discharge Diameter To find out Head loss from 1…

Q: Q3 a) Water flows at the rate of 900 L min from the reservoir and through the pipe shown in Figure.…

Q: 4. A sharp-edge orifice in the vertical wall of a large tank has a diameter of 25mm, Cc=0.62 and Cv…

Q: A pipe carrying sea water (SG = 1.03) reduces its diameter from 30cm at point 1 to 10cm at point 2.…

Q: 1. The horizontally lying device or fitting shown below connects three pipelines. Water (γwater =…

Q: An illegal connection was detected along a water 400 mm water supply line made with cast iron pipe…

Q: In the figure shown, Zp = 4 m, length of pipe from the reservoir to the pump is 120 m, from the pump…

A: Given, f = 0.02 LAB = 120 m LCD = 1000 m

Q: The pump shown in the figure draws water from Reservoir A and discharges the fluid into a nozzle at…

A: Given Data:Length of the Pipe from reservior to the pump=150mLength of the pipe from the pump to…

Q: For the siphon in Figure 21, calculate a) the volume flow rate of water through the nozzle and b)…

Q: An le Volve Pump open P=150 kPa Water sprotruding entrance

A: Given data in question Diameter of pipe Density of water Dynamic viscosity of water Length of pipe…

Q: At the beginning of pumping, the water level was 5.8m. After 20 minutes, the water level was 6m and…

A: Static water level refers to the level of water in a well under normal, undisturbed,…

Q: ire hose has 100 mm diameter which reduces to a 20 mm nozzle discharging at 10+X m/s. (X=…

A: a) Given, Velocity = 16 m/s, Let the water reach to the height 'h' m, then Applying Bernoulli…

Q: The water flow of 35,000 Liters/min was developed into a booster station with a pump installed rated…

A: Discharge = 35000 lit/sec P2 = 4.18 bars = 8730.127 lb/ft2 P1 = 220mm Hg = 612.589 lb/ft2 A1 = 0.785…

Q: 3 b) c) For the system shown in Figure 3.1, calculate (i) the volume flow rate of water from the…

Q: Calculate the volume flow rate of oil from the nozzle and the pressure at point A and В. Oil (sg =…

Q: Q=300 liters/sec.1 D-202.7 mm of L₁=300 m D₂=202.7 mm Ø L₂=150 m BY D3=202.7 mm Ø L₁=75 m D-381 mm Ø…

Q: Q4: A tank of water empties by gravity through a horizontal pipe into another tank in figure (1)…

A: here volume flow rate means (Vol/time =Q = discharge ) okay

Q: ough the pipeline system in the figure calculate gauge and absulate presures at A and B 14 cm Air 15…

Q: Water (p =1000 kg/m , p=1.59×103 kg /m.s) is flowing with the velocity of 0.25 m/s through a smooth…

A: i. The diameter of pipe is 1 cm = 0.01 m initially and then changed to 1 m. So it is the case of…

Q: A frustum cone tank is initially filled with water as R= 2w shown in figure. After that, the water…

A: Given r=0.05m W=2m g=10m/s^2 RT=2w Rb=w H=4w

Q: The U-tube shown in the figure below is 2 cm in diameter and contains heavy oil (S=5). If 31.4 cm3…

A: Question is based on U tube manometer . Diameter of manometer , specific gravity of oil is given in…

Q: 04: The pump shown in figure (2) adds 25 kW to the water and causes a flow rate of 0.04 m³/s.…

A: Given data: pump power=25 kW f=0.016 pipe diameter = 60 mm pipe length = 30 m nozzle diameter = 40mm…

Concept explainers

Design of structures using FEA

An arrangement, in which various members are interconnected with their constrained relative motion, the whole arrangement is then known as a structure. The degree of freedom of such a structure is zero. In such a structure, the load can act throughout the length of the structure or at the joints.

Question

Solve using the hardy cross method. 2 times

Problem 7 - 67
The pipe network shown in the figure represents a sprav rinse system Find
the flow in each pipe Assume C = 120 for all pipes
0.4m /s
600m - 300mm
600m-300mm
600m- 300mm
B.
600m-300mm
600m-300mm
600m -300mm
E
0.1 m'/s
0.1 m/s
0.1 m/s
0.1 m/s
400m-250mm
400m-250mm o
400m-250mm -

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

Step 2

Step 3

Step 4

Step 5

Step 6

Step 7

Step 8

Step 9

Step by step

Solved in 9 steps with 17 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

Q2) The network shown in Fig. using Hardy Cross method, find the discharge flow through cach pipe. All data of pipes in table below. Pipe No. AB ВС AC CD AD 100 L/s D(mm) 600 400 200 300 200 L (m) 300 250 250 300 250 30L/s 20 L/s 0.021 0.02 0.022 0.018 0.021 50 L/s
Water flows from tank A to tank E as shown in the figure. The head loss from B to C is 9 times the velocity head of the 300mm diameter pipe, head loss from C to D is 0.4 times the velocity head of the 150mm diameter pipe and the head loss from D to E is 8 times the velocity head of the 150mm diameter pipe. 0.6 m A 'B 300 mm dia. 12'm What is the discharge in m3/s? = [ Select ] What is the velocity in the 150 mm diameter pipe? = [ Select ] m/s %3D What is the pressure at point C? [ Select ] + kPa What is the total power at point C if the reference datum is at E? [ Select ] * kW 150 mm dia.
The pipe flow in the figure is driven by pressurized air in the tank. Assuming f = 0.014 and the flow rate is 17.36 liters/sec. Find 20m-1 50mm 10m Find the head loss pipe gage pressure needed to provide the cuid water a Towirste 2132786 liters bec P open jet 100m 40m 8.84 2673.06 178.5 856.25 2157.3 3.58 210.2 OOOO оооо 382.2 73.5
Q2) i Neglecting minor losses in the pipe, determine the flows in the pipes and 0 the pressure heads at the nodes (kinematic viscosity= 1.13x104m?¥s) F E n I I 30 Data Pipe Ab BC O DE EF AF BE Lengeh (m) 600 600 200 600 600 200 200 Diameter (wm) 250 150 100 150 150 200 100 Roughness size of all pipes = 0.06 mm Pressure head elevation at A = 70 i o.d. Elevation of pipe nodes A 5 c D L ® 028 0 20 2 2
Water flows through a 300mm diameter pipe at a velocity Of 3.00 m/s. Determine the weight flow rate in N/s. Do not write the unit. You will only jnput the numerical answer in the space provided. Unit of the Correct Answer: N/s O 9810.000 O 2,080.284 O 8829.000 1202.284
As shown in the figure below, a Venturi meter is installed on a 300-mm diameter pipe whose maximum flow is 125 liters per second and the pressure head is 6.5 m of water. Determine the minimum throat diameter that will give a negative head. Solve for the discharge that will pass through the meter when the double column differential mercury gauge connected to it will show a difference of 25 cm. |25сm P. 36.5 h A2 300mmф Al ANSWER: a. D = 118mm b. Q = 87 liters/sec
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
4. The pipes shown in the figure below are concrete pipes. The water (T=10° C) flow rate in pipes AB and EF is 9.60 cfs. Find flow in pipe C and D and the total head loss from A to F. Assume f-0.02 3500 ft, 24-in diameter A- E 2000 ft, 15-in diameter 2000 ft, 36 in diameter 3880 ft, 18-in diameter
Oricul Q3: Three pipes (A, B and C) are interconnected as shown in figure (3). Determine the flow rate in each pipe. The pipes characteristics are given as follows: Pipe L (m) D (mm) f A 610 152 0.020 B 488 102 0.032 C 1220 203 0.024 Good Luck -re (2) Water qure (3) EL=7om A B EL-15m
PROBLEM 04: The fluid in the figure is water, with the surface 20m above the datum. The pipe is 15cm in diameter and the head losses are as follows: from 1 to 2, 0m; from 2 to 3, 0.60m; from 3 to 4, 2m; and from 4 to 5, 0.30m. a) Determine the velocity of flow in the pipe in m/s. b) Determine the discharge Q in m^3/s. c) How many meters above the center of the pipe will water stand in piezometer tube 3? d) How many meters above the center of the pipe will water stand in piezometer tube 4?
A 1 3 D 5 E 4 Pipe | Length Diameter 600 mm 460 mm f 1 600 m 0.025 600 m 0.020 3 900 m 300 mm 0.020 500 m 300 m 460 mm 600 mm 4 0.020 5 0.025 The total head loss from A to E is 12 meters. Determine the following: discharge in pipe no. 1. = [ Select ] m3/s head loss in pipe no. 3. = [ Select ] meter discharge in pipe no. 2. = [ Select ] v m3/s %3D
Q5: As shown in figure (5). What is the water horsepower of the pump? The pipes characteristics are as follows. Pipe 1 2 3 EL.0.0m D (mm) 200 300 250 L (m) 900 300 1500 0.135 m²/sec f 0.023 0.018 0.02 EL 120m EL.30m