Using Hazen-Williams Eq., determine the headloss in both feet and psiwhen 750 gpm flows through the following system:2Pipe12341MaterialDuctile IronDuctile IronDuctile IronDuctile Iron34Diameter (in) Length (ft)108008500850010800C140140140140K????

Answered: Image /qna-images/answer/653b524a-66d8-4763-9c3a-d11028f50c30.jpg

Answered: Using Hazen-Williams Eq., determine the…

Using Hazen-Williams Eq., determine the headloss in both feet and psi when 750 gpm flows through the following system: 2 Pipe 1 1 Material Ductile Iron 3 4 Diameter (in) Length (ft) C 10 800 140 K ?

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 at flows in the system shown. The density of the water is 1.94 slugs/ft', and the viscosity is…

Q: Tests a 14.62-in-diameter centrifugal water pump at 2134 r/min yield the following data: Q, ft’/s 4…

A: To determine the specific speed we have to first determine the best efficiency point. For the best…

Q: Part A Determine the maximum pressure in the system shown. Express your answers in kilopascals using…

A: The tank system is shown in figure:

Q: Which of the following is a valid potential function for incompressible flow? (Assume A is numerical…

Q: Problem 6-76 Oil is flowing upward through a Venturi meter as shown. Assuming discharge coefficient…

Q: Pipe Length (m) Diameter(m) Friction factor, f AJ 1800 0.40 0.020 BJ 2000 0.50 0.025 CJ 4000 0.80…

Q: A nozzle discharges 2 cfs with a velocity of 50 ft/sec. The nozzle is inclined downward so that as…

Q: erted manometers used Date: pi pe - Find the pressure difference of K Fluid x (s.g- 0.9) 0.5 m

Q: Refer to the illustration below. A C B D Solve for the following: 1. Headloss in meters at Pipe A 2.…

Q: 2. A pipe carries water at a flow rate of 90 L/s. Determine the minimum inside diameter so that the…

A: Given :- Flow rate of the water (Q) = 90 L/s Also, 1000 L/s = 1 m3/s So, Flow rate of the water (Q)…

Q: 14.5 A differential gauge was attached to a inches. Assume no headloss. Point B is located at the 6…

A: From the given question it is required to calculate the flow rate in ft3/s.

Q: In a pipeline of diameter 'd there is a large number of laterals tapping uniformly at the average…

A: Given data: Diameter=d Discharge at entrance=Q Length=l It is required to prove the head loss due to…

Q: For the Figure, the cover gate AB closes a circular ppening 128.6 cm in diameter. The minimum mass…

A: h=91cm Diameter=128.6cm

Q: A cylinder of cross-sectional area 2657 mm² is filled with sand of permeability 16 cm/sec, water is…

A: Given Data Permeability of soil (K) = 16 cm/sec Time of testing (t) = 10 minute Cross sectional…

Q: A 6-in.-diameter pipe supplies water with a velocity of 5 ft/s. The pipe is made of commercial steel…

Q: P.3.5 Three pipes A. B. and C at the same level connected by a multiple differential manometer shows…

A: Some standard units for pressure 1 bar= 105 Pa

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

Q: A flow rate measuring device is installed in a horizontal pipe through which water is flowing. A…

A: Given Specific weight of Gage fluid = 112 lb/ft3

Q: Water is flowing through a venturimeter shown. The difference in pressure between A (D = 5cm) and B…

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

A: Given: Cc = 0.63, head loss, hL= 0.8 ft. , Water head, H = 9ft diameter of orifice, d = 2'' Find: Q,…

Q: 7 A cast iron pipe (roughness = 0.010 in) connects two reservoirs. The pipeline is 1300 ft long and…

Q: Situation 16 - The flow of water from Reservoir A shown is 600 L/s. Properties of the system are as…

Q: Please help with solving

Q: For the pipe network given in the figure, the pipe flow rates in the intermediate lines, the given…

Q: Calculate the pipe diameter required to provide 0.0057 m³/s of a fluid with = 6.09E-6 m²/s at T-15…

Q: SITUATION 4. AN OIL WITH SG = 0.86 FLOWS THROUGH A PIPE 30in. IN DIAMETER AT 700gpm 5. Determine the…

Q: A flow rate measuring device is installed in a horizontal pipe through which water is flowing. A…

A: Specific weight of fluid in manometer, γm=112lbft3The pressure drop between two taps, δP =0.7lbin2

Q: Pipe L (m) Diameter (mm) f 1052 600 0.025 890 600 0.025 3 890 650 0.025 4 1055 650 0.025 2 25 m-

Q: Q2) The velocity distribution for turbulent flow in pipes can be represented by the following…

Q: A figure shows a differential manometer connected at 2 points A and B. At A pressure is 100 kn/m^2.…

Q: a. discharge of pipe A b. discharge of pipe C c. discharge of pipe D

Q: In the illustration: A 1 B 2 D All friction factor f = 0.02 All pipe lengths L = 250m Diameter of…

A: To find flow rate in pipe C in liter/sec,Qc?

Q: Part A i. Write the Darcy-Weisbach equation for friction head loss, ht=... ii. For iron pipes, what…

Q: Q5/ Determine the flowrate through the pipe in Fig. Pm= 900 kg/m³ 8 Water 2.5 m= h T .8m 0.08 m Q

Q: Problem No. 1. The total head loss from pt. A to pt. F of the portion of pipe network shown below is…

Concept explainers

British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with. 

Question

Using Hazen-Williams Eq., determine the headloss in both feet and psi
when 750 gpm flows through the following system:
2
Pipe
1
2
3
4
1
Material
Ductile Iron
Ductile Iron
Ductile Iron
Ductile Iron
3
4
Diameter (in) Length (ft)
10
800
8
500
8
500
10
800
C
140
140
140
140
K
?
?
?
?

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 : Data

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 5 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

i need the answer quickly
Q4/ Compute the flow rate of water through the 3 pipes connected in series as shown In the Figure below. Let f= 0.016 and neglect minor losses. Pipe No. Diameter of Pipe d (mm) 300 200 250 1 2 3 Water 20 ft Lenth of Pipe L (m) 33 50 40 150 ft. 8-in diameter 120 ft, 10-in diameter 100 ft, 12-in diameter Water Fig. 10-2
B4
Q.23 Consider the flow of water through the frictionless pipe as shown in the figure. There is a sudden expansion at a section in the pipe. The flow velocity is 2.5 m/s and 1 m/s in AB and BC portion of the pipe respectively. The reading '' of the mercury- water differential manometer is: [Take specific gravity of mercury as 13.6] A O 50 cm Q B ↓ Water }
I need help answering this question for a practice quiz, im unsure how to work it out.
Q.15 Water is flowing through two pipes one of 10 mm diameter and second of 5 mm diameter and both are discharging in 12 mm diameter pipe. The rate of flow in 10 mm diameter is 1.0 c.c./s. If the Reynolds number of 12 mm diameter pipe flow is 4000, determine the rate of flow in 5 mm diameter pipe. Consider kinematic viscosity equal to 6.5 x 10-7 m²/s.
C3. Provide solution using the Moody diagram Oil (RD 0.8) with viscosity 0.06 Pa.s flows in a cast iron pipe of length 100m and diameter 120mm. Relative roughness = 0.0031 1. Determine the head loss when the velocity is: 3.2 m/s 2. Discuss and agree upon how could the head loss be reduced. Write your conclusions.
A 12-inch by 6-inch Venturi meter is installed in a vertical pipeline carrying water as shown inthe Figure C. The flow is upward through the meter. A differential manometer containing fluid,with sp.gr 1.67, is attached to inlet and throat, the difference z in gage levels being 5.76 ft.Neglecting loss of head, write energy equation from inlet to throat of meter. Also write stepby step equation of the differential gage between inlet and throat and combine the twoequations to compute the discharge
A flow rate measuring device is installed in a horizontal pipe through which water is flowing. A U-tube manometer is connected to the pipe through pressure taps located 3 in. on either side of the device. The gage fluid in the manometer has a specific weight of 112 lb/ft3. Determine the differential reading of the manometer corresponding to a pressure drop between the taps of 0.5 lb/in². h = ft
1. Determine the flow rate at pipe 1 2. Determine the flow rate at pipe 2 3. Determine the flow rate at pipe 3
ellen 9
In the illustration: A 1 В 2 D All friction factor f = 0.02 All pipe lengths L - 250m Diameter of Pipe A = 400mm with Flow Rate at Pipe A= 700 L/s Diameter of Pipe B = 300mm Diameter of Pipe C = 200mm Diameter of Pipe D = 400mm Solve for - flowrate at Pipe C in Liters per second.