For the figure shown below with the accompanying data table, what is the approximate flow in pipe 1 (from Reservoir A to the junction)?

Can you please find solution for this question,thanks

Which of the following Reynold’s numbers would always represent turbulent flow in a circular pipe?   A: 9000 B: 200 C: 4000 D: 2300   I know the answer is A, but why???

= = = = 3. You are designing a piping system for a art instillation. As shown in Figure 3, a pipe splits into two at an angle 030º, the splits both exit to atmosphere. If the pipe contains a fluid with density p = 1000kg/m³, Pin = 150kPa gauge pressure, Vin 25m/s, Ain 0.02m², A₁ 0.003m², A₂ = 0.007m², and finally the artist has requested that the velocity of exit 2 to be V2 = 21m/s. Determine the anchoring force necessary to hold the pipe junction stationary. Fx [16000 20000N] Fy: [18700 - 25000N] :

i need help with the calculations.  i am messing up something in the math

Please solve and answer the question correctly please. Thank you

Hi there, we have handed this in and it has been marked but unfortunately I seem to have a misunderstanding regarding the directions of flow and when you show those in the flow tables. May you please assist by elaborating on the explanation for these questions?

Do not give answer in image and hand writing

Water flows from a reservoir through a pipeline as shown in the following diagram. The flow is considered frictionless and discharges freely at point C. (a) What is the total head (total specific energy) at point A? (b) What is the total head (total specific energy) at point B? (c) What is the discharge velocity at point C?

Hi, I unfortunately cant see the full explanation, is there any way the writing could be condensed to show all of it on the screen?