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Parallel Pipe Systems or Multipath Pipeline Problems
Two or more sections of piping (branches) of different diameters, lengths and/or pipe materials originating and terminating at common junctions
The flow in each branch will divide to make the head loss due to friction in each branch the same.
Common problem: Water flows through the two, parallel piping branches as shown in the diagram. Which of the two piping branches will carry more flow? Use nominal pipe diameters.
The Figure 1 below shows a section through a stairway for a garage in a new proposed dwelling. The stairway is 3 meters wide with 300 mm wide treads(7 treads) and 170 mm high riser
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Minimum volume of sump volume for pumps Maximum pumping rate = Q P Volume of sump = V Inflow Rate = Q i Cycle Time T c = t 1 + t 2 t 1 = V / Q P - Q i t 2
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