GEOPAK Junction Loss Methodology

I am a longtime user of GEOPAK Drainage, and I have always been a little confused on what methodology Drainage uses for junction losses.  Specifically, what are "Method 1" and "Method 2" under Drainage Preferences...Junction Losses...Simple and Complex Junctions?  Is either one based on HEC 22?  I was not able to determine this from the Help file.

Thank you,

Josh Mauritz
MS v08.11.09.654
GPK v08.11.07.615

  • Method 1 is Chows Modern Sewer Design and Method 2 is AASHTO. The main difference would be the loss coefficients. They are different for each method.


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    Answer Verified By: Josh M 

  • Beebe,

    I found the following two paragraphs in the StormCAD help file. It states that AASHTO has dropped their own method in favor of the HEC-22 method. Does GEOPAK plan on adding a "Method 3" (HEC-22) to the calculation options?

    Thanks,
    Josh

    Manhole Head Loss Equations (AASHTO/HEC-2 Overview)
    The `HEC-22' headloss method used in StormCAD V8i is based on the FHWA's Urban Drainage Design Manual, Hydraulic Engineering Circular No. 22 (HEC-22) energy-loss methodology. This method computes an adjusted headloss coefficient by multiplying the initial headloss coefficient by correction factors for diameter, flow depth, relative flow, plunging flow and benching (Structure Headloss). This adjusted headloss coefficient is then multiplied by the velocity head in the outlet pipe to determine the total junction headloss. This is the method outlined in the current edition of the HEC-22 document (HEC-22, Second Edition, August 2001).

    The `AASHTO' headloss method used in StormCAD V8i was originally implemented based on the 1991 version of the AASHTO Model Drainage Manual. This method determines the total junction headloss by adding the contraction, bend and expansion losses at a junction, then applying correction factors for non-piped flow and shaping if applicable (Headloss - AASHTO Method). More recently, the AASHTO Model Drainage Manual has dropped this method in favor of the method described in HEC-22, Second Edition (August 2001). However for compatibility with earlier versions of StormCAD V8i, and also with the various state and regional drainage authorities who continue to use the original AASHTO headloss method, the `AASHTO' headloss method in StormCAD V8i is still based on the 1991 version of the AASHTO Model Drainage Manual.
  • GEOPAK will not be adding a different method. As one moves forward to the SUDA products that will be offered soon that method (HEC-22) will be available.


    For more information about the Road and Site design tools, visit the Road and Site design WIKI at: http://communities.bentley.com/products/road___site_design/w/road_and_site_design__wiki

    Answer Verified By: Josh M