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HEC-22 (2nd edition) Structure Loss

Similar to the standard method, the HEC-22 Energy method (from the FHWA's Urban Drainage Design Manual, Hydraulic Engineering Circular No. 22) correlates structure headloss to the velocity head in the outlet pipe using a coefficient. Experimental studies have determined that this coefficient can be approximated by:

K = KoCDCdCQCpCB

where:
  • K = Adjusted headloss coefficient
  • Ko = Initial headloss coefficient based on relative junction size
  • CD =Correction factor for the pipe diameter
  • Cd = Correction factor for flow depth
  • CQ = Correction factor for relative flow
  • Cp = Correction factor for plunging flow
  • CB = Correction factor for benching