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slavikrds [6]
3 years ago
14

During a storm, gage station A was inoperative but the surrounding stations, B, C, and D, recorded rainfall of 5.2, 4.5, and 6.1

in., respectively. The average annual precipitation for stations A, B, C, and D are 48, 53, 59, and 67 in., respectively. Estimate the storm precipitation for station A.
Engineering
1 answer:
Flura [38]3 years ago
3 0

Answer:

4.247 in

Explanation:

Precipitation at A is P_a

similarly at P_b= 5.2 in, P_c= 4.5 in and P_d= 6.1 in

Normal annual rainfall at station A, B, C, D are

N_a = 48 in, N_b= 53, N_c= 59 in and N_d= 67 in

From the formula we have

P_a/N_a = 1/3( P_b/N_b+P_c/N_c+P_d/N_d)

⇒ P_a = 48/3(5.2/53+4.5/59+6.1/67)

P_a= 16×0.2654 = 4.247 in

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Estimate the energy (head) loss a short length of a pipe conveying 300 litres of water per second and suddenly enlarging from a
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Known :

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3 years ago
Consider a cylinder of height h, diameter d, and wall thickness t pressurized to an internal pressure P_0 (gauge pressure, relat
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Explanation:

Note: For equations refer the attached document!

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 Eq 1

Similarly, the axial stress σaxial can be calculated by dividing the total force on the end of the can, pA=pπ(D/2)2 by the cross sectional area of the wall, πDt, giving:

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For a flat sheet in biaxial tension, the strain in a given direction such as the ‘hoop’ tangential direction is given by the following constitutive relation - with Young’s modulus E and Poisson’s ratio ν:

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Finally, solving for unknown pressure as a function of hoop strain:

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Resistance of a conductor of length L, cross-sectional area A, and resistivity ρ is

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For Wheat stone bridge:

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Given that R1=R3=R4=Ro, and R2 (the strain gage) = Ro + ΔR, substituting into equation above:

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Substituting e with respective stress-strain relation

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part b

Since, axial strain(1-2v) < hoop strain (2-v). V out axial < V out hoop.

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3 years ago
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Answer:

for m1=0.2

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Hello!

To solve this problem follow the steps below!

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