I have a client that has a very large number of dents in the floor of a storage tank due to stalactites falling. Most if not all of the dents fail the API-653 Annex B, B.3.3 criteria for internal bottom settlements or bulges. There are no leaks and the roof geometry that created areas for the...
Hello,
I am performing Tank re-rates and basic API-650/653 calculations for clients along the Gulf Coast. Almost all of the clients have a Hurricane preparedness procedure that involves filling their tanks to a recommended liquid level to provide overturning stability and additional...
Hello everyone,
I am a mechanical engineer and I have almost 4 years of experience in oilfield production\drilling equipment design. I am currently employed at a company that is not part of this field. I developed many of the procedures and methods used at my former company because they had...
