How to Calculate Upward Force on Each Anchorage?

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Homework Help Overview

The problem involves a steel pipeline carrying gas, with specific dimensions and conditions, including being submerged in water and anchored at intervals. The task is to calculate the buoyancy force per meter and the upward force on each anchorage.

Discussion Character

  • Exploratory, Assumption checking

Approaches and Questions Raised

  • Participants discuss the calculation of buoyancy force and its implications for the forces acting on the pipeline. There are questions about the relevance of the weight of the pipe in determining the forces on the anchorage and whether additional information, such as the length of the pipe, is necessary for complete analysis.

Discussion Status

Some participants have provided hints regarding the relationship between buoyancy and the weight of the pipe, suggesting a method to find the additional downward force required for equilibrium. However, there is ongoing exploration of how to incorporate the length of the pipe and the number of anchors into the calculations.

Contextual Notes

Participants are considering the implications of the anchorage spacing and the effective length of the pipe that each anchor must support, which may influence the overall analysis.

ZeroFive
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Homework Statement



A steel pipeline carrying gas has an internal diameter of 120 cm and an external diameter of 125 cm. It is laid across the bed of a river, completely immersed in water and is anchored at intervals of 3 m along its length.

  1. Calculate the buoyancy force per meter run.
  2. Upward force on each anchorage.

Density of steel = 7900 kg/m3.

2. Equations used

Buoyancy Force = Weight of the displaced fluid volume

The Attempt at a Solution



I calculated that the buoyancy per unit length is (approximately), 1.204 x 104 N/m
But I don't see a way to find the answer to the second question. Can someone lead me in the right direction or show me how it's done?
 
Last edited:
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ZeroFive said:
I calculated that the buoyancy per unit length is (approximately), 1.204 x 104 N/m
OK
But I don't see a way to find the answer to the second question. Can someone lead me in the right direction or show me how it's done?
My hint for this part is to think about whether the weight of the pipe is important in answering the second question.
 
TSny said:
My hint for this part is to think about whether the weight of the pipe is important in answering the second question.

By finding the weight of a unit length and subtracting that from the answer of part 1 gives the additional downward force per unit length the anchor need to provide for the pipe to be in equilibrium. But don't we need the length of the pipe to determine the number of anchors and the total downward force required?
 
ZeroFive said:
By finding the weight of a unit length and subtracting that from the answer of part 1 gives the additional downward force per unit length the anchor need to provide for the pipe to be in equilibrium.
OK
But don't we need the length of the pipe to determine the number of anchors and the total downward force required?
The pipe is anchored every 3 m. Draw a picture and think about the effective length of the pipe that each anchor must hold down.
 

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