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