Comment on the variations of hydrostatic force with depth of immersion. Graph is attached Hydrostatic Force(N)9.0008.0007.0006.0005.0004.0003.0002.0001.0000.000Theo DoC vs. Imm00.02Partially SubmergedExp DoC vs. Imm0.04Hydrostatic Force vs Depth of Immersiony = 367.87x²2R² = 10.06G Fully Submerged40.08Depth of Immersion(m)0.1Theo vs Exp Center of Pressurey=73.575x-3.6787R² = 1* Power (Partially Submerged)OMass vs Deptl ...0.12+0.144....0.16Linear (Fully Submerged)HNIEY0.18

Answer Partially submerged part We can notice from the graph that partially submerged part is…

Answered: Comment on the variations of…

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Civil Engineering

Comment on the variations of hydrostatic force with depth of immersion. Graph is attached

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Comment on the variations of hydrostatic force with depth of immersion. Graph is attached

Hydrostatic Force
(N)
9.000
8.000
7.000
6.000
5.000
4.000
3.000
2.000
1.000
0.000
Theo DoC vs. Imm
0
0.02
Partially Submerged
Exp DoC vs. Imm
0.04
Hydrostatic Force vs Depth of Immersion
y = 367.87x²2
R² = 1
0.06
G Fully Submerged
4
0.08
Depth of Immersion
(m)
0.1
Theo vs Exp Center of Pressure
y=73.575x-3.6787
R² = 1
* Power (Partially Submerged)
O
Mass vs Deptl ...
0.12
+
0.14
4
....
0.16
Linear (Fully Submerged)
HNIE
Y
0.18

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