Comment on any relationships noticed in the graphs for Parts A and B. What is the dependency of head losses across pipe fittings upon the velocity head? Head Loss (m)10.09.08.07.06.05.04.03.02.00.0300.035Head Loss vs. Dynamic Head (Part B)0.0400.0450.050Dynamic Head (m)0.0550.0600.0650.070I Head Loss (m)140.000120.000100.00080.00060.00040.00020.0000.0000.000-20.000-40.000FO0.010Head Loss vs. Dynamic Head (Part A)0.0200.0300.0400.050Dynamic Head (m)0.060Enlargment Contraction A Long Bend Short Bend Elbow Mitre0.0700.080

The head loss across a pipe fitting is directly proportional to the velocity head's square. This is…

Answered: What is the dependency of head losses…

Engineering

Civil Engineering

What is the dependency of head losses across pipe fittings upon the velocity head?

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: Determine the friction factor for water flowing at a rate of 1 cfs in a cast iron pipe 2 inches in…

A: step 1-

Q: N number of pipes are connected in a parallel connection, all having the same diameter of 200mm and…

Q: Q2/ (30) Water flows steadily through the 0.75-in.-diameter galvanized iron pipe system shown in…

A: Calculate the Reynolds number for the flow in the pipe and find the relative roughness for the pipe.…

Q: The sector gate UE is submerged in water as shown in the figure. The sector gate is one- twelfth of…

Q: (b) Two steel wires, AB and BC are used to support a lamp weighing 18 kN as shown in Figure 2. Each…

A: Given Data: Weight of lamp=18kNAngle α= 60°Wire AB Length= 150mmWire BC Length = 300mmDia of wire…

Q: The pipe diameter is 75 mm, roughness of pipe is 0.15 mm length is 300 m, water velocity in the pipe…

Q: 30 cm diameter cast iron pipe conveys water at 20°C at the rate of 0.2m³/sec. What is the head loss…

A: Given data:- Dia of pipe, d=30 cm=0.3 m Area of pipe, A=3.14/4 ×0.32=0.07 m2 Discharge, Q=0.2 m3/s…

Q: 50 kN 30 kN- 3 m GH 30 kN- 3 m E 30 kN– 3 m

Q: In the figure, there are major and .minor losses in the system Vent 10 A 15 psig SA V ol Pump Vent Z…

A: The statement is true.

Q: Please show all steps and units. Thank you

A: Given data:- The given diameter of the pipe, D=200 mm The given minor loss, K=0.3 The given…

Q: Q1/ Steel tube shaft having length (3) mm and diameter (50) mm subjected to an axial compressive…

A: Length of shaft = 3 mm Diameter = 50 mm E = 200 MPa μ = 0.3 Compressive force = 55 N Stress =…

Q: Calculate the pressure at B.

Q: The Reynolds number for the current in a pipe is 10°. If the relative roughness is 2.103, using the…

A: Reynolds number, Re=100.Relative roughness = 2.103It is asked to determine the roughness coefficient…

Q: Consider a 1.2-m wide inclined gate of negligible weight that separates water from another fluid.…

Q: Pick up the incorrect statements from the following: 1. Cast iron pipes are structurally stronger…

A: Answer - 2. Sonocsope is used as replacement of venturimeter for discharge measurement. Explanation…

Q: Problem 1: Moody's Diagram - Finding the Friction Factor Value You perform a calculation for the…

A: Given data- Reynold's Number- Re=2.5×105, e/D ratio = 0.0002, To Find- The value of friction factor…

Q: 1. Using the tables below. Assume system failure if failure occurs < 0.5000. a. b. Calculate failure…

A: Failure Rate = (number of components)/( Sum of total failure time) = 10/(…

Q: A 1.0m diameter tank having equal layers of water, oil(SG-0.78), and another liquid with SG=1.45,…

Q: y 5m- 750 N/m2 1217 N/m? -12 m - Fig. P3.54 -7.5 m- 12 m-

Q: Problem #5 a. A 30m steel tape is supported only at its ends and under a steady pull of 7kg. if the…

A: Solution: a) Given: Length of the steel tape, L=30 m Pull, P=7kg Weight of the tape, W=0.9kg

Q: As illustrated in the figure, an inclined circular gate with a diameter of 2 meter has water on one…

Q: What is the value of the surface tension of a small droplet of water 0.4mm in diameter which is in…

Q: A 2.34 meter wide sluice gate is in the form of a circular arc of radius 5 m as shown. Calculate the…

Q: 6. In case of bridge greater than 10.7m in height and which cannot be inspected from beneath due to…

A: Solution : For bridges larger than 10.7m in height for those bridges which cannot be inspected…

Q: Water from a reservoir flowing through a non rigid 600mm diameter pipe with a velocity of 2.90m/s is…

Q: Your assigned problem: If the water surface elevation in reservoir B is 110m, what must be the water…

A: From the given question it is required to calculate the surface water elevation in reservoir A.

Q: A line was recorded as 1750.00 meters long. The standard tape weighs 0.65 kg , 30.00m long at 20°C…

A: Given, Lm = 1750 m M = 0.65 kg L = 30 m Ts = 20oC Ps = 50 N Tm = 5oC P = 75 N E = 200 GPa or…

Q: Determine the values of shear at every change of load points by the Area

A: The given structure is a simply supported overhang beam with udl at segment A and B of intensity…

Q: Problem 1 The pipe assembly shown has the following properties: Pipe Length (ft) Diameter (in) 2000…

A: Darcy - Weisbach Equation hL = fLv2D2g where hL = Head loss L = length V = velocity D = diameter…

Q: Question 28 Which of the following is always the same for a horizontal closed conduit? O pressure…

A: Which of the following is same for horizontal closed conduit ??

Q: Ex.1': A Newtonian fluid having a specific gravity of 0.92 and a kinematic viscosity of 4*10 m/s…

Q: Part B Why is the energy gradient (i.e., the slope of the EL) larger in pipe 2 than in pipes 1 or 3?…

A: Data given Part (b) Part (c) To Find: Part (b) : Reason for the energy gradient (i.e., the slope…

Q: Istance between points A and B is measured and recorded as 123.456 meters using a tape that has a…

Q: A 2.5 mm diameter glass tube inserted in a reservoir filled with water is shown below. At 20 degrees…

Q: Explain operating principles for Menard-type pressuremeter.

A: A pressure-meter is a device that is used for determination of the relations of stress and strain of…

Q: Find the minimum value of friction factor than can occur in laminar flow through a circular pipe.

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

Comment on any relationships noticed in the graphs for Parts A and B. What is the dependency of head losses across pipe fittings upon the velocity head?

Head Loss (m)
10.0
9.0
8.0
7.0
6.0
5.0
4.0
3.0
2.0
0.030
0.035
Head Loss vs. Dynamic Head (Part B)
0.040
0.045
0.050
Dynamic Head (m)
0.055
0.060
0.065
0.070
I

Head Loss (m)
140.000
120.000
100.000
80.000
60.000
40.000
20.000
0.000
0.000
-20.000
-40.000
FO
0.010
Head Loss vs. Dynamic Head (Part A)
0.020
0.030
0.040
0.050
Dynamic Head (m)
0.060
Enlargment Contraction A Long Bend Short Bend Elbow Mitre
0.070
0.080

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

Final Answer:

VIEW

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

PROBLEM SOLVING: (BOX YOUR FINAL ANSWER) A square plate having one of its side equal to 3.X meters is immersed in water in a vertical position such that the two edges of the square would be horizontal in order that the center of pressure shall be 8cm from the center of gravity. a. How far below the water surface should the upper portion of the plate be submerged? b. What is the distance of the center of pressure from the water surface? c. Determine the hydrostatic force acting on the plate at this position. Notes: X = 7 3.7 meters is immersed
Example 1 Calculate the equivalent resistance seen to the right of a-b a a 162 120 2160 3Ω 162 Req Req b Req b 12 b 12
Cbih
There is no more data. Urgenttttttttt
50 mm 100 mm 50 O 75 mm 100 100 50 h 75 e 9 75 a b ņ d For a failure through the staggered line abfcd, what is the gauge length (sg) of the stagger? + 75
A beam shown below, 200mm wide by 350mm deep, is loaded as shown in figure below. Determine the stress in a fiber 50mm from the top of the beam at point B. 50kN A 20 купи RI B 2M X 30KN/M TITT. 4m 20 km. ITTJ 2m + <
I need the answer as soon as possible
Compute the hydrostatic force acting for a gate 1.70 m wide and 2.0m high has a water on one side and is inclined with the horizontal as shown. Water is 1.60 m above the top of the gate. Do not write the unit. You will only input the numerical answer in the space provided. Unit of the Correct Answer: kN Decimal Places required in the final answer: 3
*3.1 PQ1 Apply the grid method (p. 9) to each situation. a. If pressure is 8 inches of water (vacuum), what is gage pres- sure in kPa? b. If the pressure is 120 kPa abs, what is the gage pressure in psi? c. If gage pressure is 0.5 bar, what is absolute pressure in psi? d. If a person's blood pressure is 120 mm Hg, what is their blood pressure in kPa abs?
Please answer in a detailed solution Thank you....