Dewatering Pump & Pipe Sizing

Total dynamic head, brake horsepower and the motor draw for a dewatering line. Tells you when the pipe is too small, when the water is moving too slowly to keep solids up, and when the pump is set too high above the water to prime at all.

A dewatering pipeline running up a terraced pit wall from a sump

Step 1: The water

What you are moving, and how far up.

Step 2: The pipeline

Every fitting counts as a length of straight pipe.

Fittings. Each one is worth a length of straight pipe. A side-outlet tee on a 6 in line costs 30 ft of head.

Step 3: The pump and where it sits

Altitude and suction lift decide whether it primes at all.

What this checks

Three ways a dewatering line goes wrong that a head figure alone will not show.

  • Priming. Suction lift against the atmospheric head actually available at your elevation.
  • Velocity. Too slow and solids drop out and silt the line; too fast and you wear the pipe out.
  • Friction share. When friction outweighs the lift you are paying to push water through a pipe that is too small.
total dynamic head
brake power
motor draw
StepValueWhere it comes from

System profile

Head and suction margin

Equivalent feet of straight pipe for fittings
Fitting2 in.4 in.6 in.8 in.

SME Mining Reference Handbook, Table 15.2, p. 276. The 2nd edition carries the identical table on p. 380. Between published sizes the calculator scales the equivalent length with the diameter, which is what the table itself does.

Published pipe friction loss, and what this calculator computes
Flow, gpm

SME Mining Reference Handbook, Table 15.1, p. 276, in feet of head per 100 ft of pipe. Identical in the 2nd edition on p. 380. The calculator does not read this table. It works Equation 15.2, the Hazen-Williams formula, so it handles any diameter and flow rather than only the published ones. The table is here because it is the check: C = 150 for HDPE and C = 120 for steel reproduce every column of it to within its own rounding, which is how those two values were confirmed rather than assumed.

Suction head available at elevation
Elevation, ftElevation, mHead of water, ft

SME Mining Reference Handbook, Table 15.3, p. 277. Note: the printed table gives the 6,000 ft row as 1,028.8 m. 6,000 ft is 1,828.8 m, so that is a typo in the book, shown corrected above. It changes nothing here: the calculator interpolates on the feet column, and a metric elevation is converted to feet before lookup.

Head is only half of a pump selection. This gives you the duty point, flow and total dynamic head, that a pump has to meet. Which pump meets it comes off the manufacturer's curve, and where that curve crosses your system curve is the flow you will actually get, not the flow you asked for. Velocity head is ignored throughout, as the source does, because on a properly sized line it is negligible.

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