Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations KootK on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  1. Mike_Civil

    Void Ratios for stormwater retention facilities

    I never use a void ratio for the bio soil, and 30-40% is typical for the perm rock. If you need to cite a source, look at Contra Costa's C3 guide: V1 is the floodable volume above the soil layer (that is, the total volume of surface storage when the facility just begins to overflow). V2 is the...

Part and Inventory Search

Back
Top Bottom