DYMAMICS OF FLUID FLOW

  1. The flow goes in the direction of falling hydraulic grade line (HGL). Thus,

    Since, , so the flow goes from section (1) to (2)
  2. Head loss between section '1' and '2' =
  3. he discharge can be computed from,
  4. Average velocity,
  5. Reynolds number,
  6. Since this value is well below the transitional value for a pipe flow (i.e. 2300), so the flow is certainly laminar.
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