What is the difference between Bernoulli's principle and pressure drop in calculating the pressure of the fluid at that particular point?

Can Bernoulli's principle be used when the fluid is water and it is a steady flow?

Can Bernoulli's principle combine with pressure drop along the pipe in calculating the pressure of the fluid?

What is the condition needed to use Bernoulli's principle? Instead of incompressible fluid* inviscid region of flow* steady flow?

Is the pressure drop like formula* like Darcy–Weisbach equation derived from Bernoulli's principle?

Appreciate if someone can answer my question. Thank you.

]]>Can Bernoulli's principle be used when the fluid is water and it is a steady flow?

Can Bernoulli's principle combine with pressure drop along the pipe in calculating the pressure of the fluid?

What is the condition needed to use Bernoulli's principle? Instead of incompressible fluid* inviscid region of flow* steady flow?

Is the pressure drop like formula* like Darcy–Weisbach equation derived from Bernoulli's principle?

Appreciate if someone can answer my question. Thank you.

ASME API 650 2014

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Dear all*

Does anyone have sisKMR for share. This is the calculation software for buried preinsulated pipes and its distribution system according to EN13941

]]>Does anyone have sisKMR for share. This is the calculation software for buried preinsulated pipes and its distribution system according to EN13941

Dear Piping Engineers*

I hope I am posting in the right forum. Would anyone be kind enough to advise what do the data in the attached schedule represent?

I look forward to your response.

Best regards*

Tim

I hope I am posting in the right forum. Would anyone be kind enough to advise what do the data in the attached schedule represent?

I look forward to your response.

Best regards*

Tim

Just to clarify* If during the Welding Qualification PQR is it possible not to performed the nick break test? What was the effect if it not performed? Pls. advise.

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