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Log Pearson Type III Distribution

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medeek

Structural
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Mar 16, 2013
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I"m working on a new snow load study for the State of Washington and I've determined that a Log Pearson Type III distribution is the most appropriate statistical model to employ for the snow load data. I've searched online and found many instances of an LPIII being applied to waterflow type problems but so far nothing has come up for direct applications to snow loads. I think I've figured out the math (its not too hard) however an example of this type of distribution applied to a snow load problem would be very helpful and definitely boost my confidence level.

Any suggestions or possible resources that might be of assistance?
 
You might want to post this in a more specialized forum, such as forum507


"Art without engineering is dreaming; Engineering without art is calculating."

Have you read faq731-376 to make the best use of these Forums?
 
A search turned up a few studies that may be helpful
 
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