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How "sour" is sour as per API-6A for wellhead design

How "sour" is sour as per API-6A for wellhead design

How "sour" is sour as per API-6A for wellhead design

(OP)
I cannot find information anywhere that will tell me how "sour" is sour when designing wellhead systems. The API-6A is the recommended standard but I cannot find it. If someone can find the information (in ppm H2S) and pass it on to me, it would be muchly appreciated. Can someone help me please?

RE: How "sour" is sour as per API-6A for wellhead design

Take a look at ISO 15156 -1, -2 - they will define sour service for you and give you guidance on materials too.

Steve Jones
Materials & Corrosion Engineer
http://www.pdo.co.om/pdo/

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