rgeisler
Electrical
- Feb 27, 2003
- 7
I have abuilding under constrcution. I designed my standard ground ring utilizing #4/o copper with 5/8" x 10' ground rods spaced 20' OC. qround the building. AS I was never privy to a ssoils report, and as most of the soil is sandy loam in this area I wrote a performance specification that the total system grpound be at 5 ohms or less. In addition to the copper ring I required a ufer ground at the foundation level as well as the NEC 250 requirements to bond to water service etc. My problem is this:
The building sight sets on a lot of Rock at the foundation level. TYhe contractor cannopt drive the rods adn if he did limestone is not a good media for conduction any way. I have now been directed by the oqner to assist the contractor in determining the minimum number of grounding plates (Harger is the brand I suggested), How many (I originally called for two-20') chmical ground rods and any other ground ring modificfations tha twill meet MY performance specification.
So to what I could use help with:
I am using the Tables and formulas as found in IEEE Std 142-1991 to attempt to calculate various ring topologies resistance and fault current capability.
Does any-one out there have any suggestions other than this methodology? My firm cannot support the cost of the commercial software and I found this sight via my search for information (on H.B Dwight "Calculation of resistance to Ground"
The building sight sets on a lot of Rock at the foundation level. TYhe contractor cannopt drive the rods adn if he did limestone is not a good media for conduction any way. I have now been directed by the oqner to assist the contractor in determining the minimum number of grounding plates (Harger is the brand I suggested), How many (I originally called for two-20') chmical ground rods and any other ground ring modificfations tha twill meet MY performance specification.
So to what I could use help with:
I am using the Tables and formulas as found in IEEE Std 142-1991 to attempt to calculate various ring topologies resistance and fault current capability.
Does any-one out there have any suggestions other than this methodology? My firm cannot support the cost of the commercial software and I found this sight via my search for information (on H.B Dwight "Calculation of resistance to Ground"