Determine the equivalent length pipe with a diameter of 300mm and a C value of 100 that willreplace the arrangement from A to C below.A800m, 4000, C=901600m, 3000, C=1101400m, 2000, C=95CD

PLEASE SEE THE ANSWER BELOW.Explanation:

Answered: Determine the equivalent length pipe…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

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.
A pipe line between points A and B consist of 305m of 200mm, followed by 245m of 300mm, followed in turn by 150m of 200mm. If n = 0.011 and the total headloss from A to B 3.65m. determine Q by computing the equivalent length of 12in pipe.
Water flows in the triangular steel channel of a velocity of 0.41 m/s with an angle at the vertex of 550. The channel bed has a slope of 0.0015 and a roughness coefficient of 0.014. Compute the rate of flow in m3/s Round your answer to 3 decimal places.
Water is to flow at a rate of 30m3/s in the concrete channel shown. Find the verticaldrop of the channel bottom per kilometer of length. n=0.012
A 28-in-diameter cast iron pipe on a 1/504 slope carries water at a depth of 8 in. as shown. What is the flow rate in ft3/s? Use n = 0.015.
Q4 Two reservoirs whose water levels differ by 75m are connected by a 500mm diameter, 10000m long pipe. In order to increase the discharge to the lower reservoir by 40% another pipe of same diameter is provided in parallel for a certain length with the latter part of the main pipe . Find the length of the additional pipe. Take f = 0.005. I
A new cast iron pipe must carry 1.2 m3/2 at a head loss of 5m per km length of the pipe. Compute the diameter of the pipe in mm using n= 0.019 Choices: A. 1210.47 B. 1012.74 C. 2101.74 D.112.47 Please help. Show complete solution and avoid truncation. Thank you
what size of pipe is required to carry 450 liters per second of water with a headloss of 3.5m for 5000m length? assume mannings coefficient = 0.011 choices 1. 934mm 2. 823mm 3. 832mm 4. 817mm
A circular pipe of 1m radius is laid at an inclination of 5o with the horizontal. Calculate the discharge through the pipe if the depth of water in the pipe is 0.75m. Take C=65
A new cast iron pipe must carry 1.2 m3/2 at a head loss of 5m per km length of the pipe. Compute the diameter of the pipe in mm using f = 0.02 Choices: A. 681.95 B. 168.59 C. 961.85 D. 861. 95
In the branched pipe system below, water is flowing at 0.0142 m3/sin a new, clean DN 100 Schedule 40 pipe (ID = 0.1023 m) at A. The flow splits into two new, clean DN 50 Schedule 40 pipes (ID = 0.0525 m; A = 0.00216 m2) as shown and then rejoins at B. Call the 30 m branch“a” and the other branch “b.” The friction factor in Branch ais 0.021, and the friction factor in Branch bis 0.0215.(Note that if friction factors weren’t given, you’d need to make initial guesses and iterate!)Calculate the flow rate in each of the branches. Include the effect of all minor losses in Branch bbut ignore the tee junctions. The total length of the pipe inBranch bis 60 m. The elbows are standard.(Remember to check that your final answers follow continuity!)
4. Find the approximate flow rate at which water will flow in a conduit shaped in the form of an equilateral triangle if the head lost is 6m per km length. The cross‐sectional area of the duct is 0.075?2 . Assume f = 0.0155.

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

Determine the equivalent length pipe with a diameter of 300mm and a C value of 100 that will replace the arrangement from A to C below. A 800m, 4000, C=90 1600m, 3000, C=110 1400m, 2000, C=95 C D