EmilianoS87
Mechanical
- May 5, 2022
- 19
Hi everyone,
I have a question regarding the design liquid levels in an API 650 storage tank.
The tank will store a product with high relative density. The design liquid level (DLL) for the product is limited by some overflow nozzles, which are located below the top angle. However, for the hydrotest, the builder wants to fill the tank up to the top angle, blinding the overflows to test the shell joints.
Is it acceptable to define two different DLLs—one for the product (limited by the overflow nozzles) and one for the hydrotest (up to the top angle)? My concern is that if both are set to the top angle, the foundation would be unnecessarily penalized due to the high product density.
Has anyone dealt with a similar case?
Thanks in advance for your input!
I have a question regarding the design liquid levels in an API 650 storage tank.
The tank will store a product with high relative density. The design liquid level (DLL) for the product is limited by some overflow nozzles, which are located below the top angle. However, for the hydrotest, the builder wants to fill the tank up to the top angle, blinding the overflows to test the shell joints.
Is it acceptable to define two different DLLs—one for the product (limited by the overflow nozzles) and one for the hydrotest (up to the top angle)? My concern is that if both are set to the top angle, the foundation would be unnecessarily penalized due to the high product density.
Has anyone dealt with a similar case?
Thanks in advance for your input!