Cristian N
Petroleum
- Jan 10, 2017
- 16
Guys,
The client is requiring me inspect an open box cart style portable tank in accordance with API 653. The tank is similar to the one I am showing you in the attachment, except it doesn't have wheels. Is installed on top of a skid. Long story short, this is my first time inspecting this kind of tank in accordance with API 653.
My first question would be, to what edition would it be most appropriate to inspect it to if it was buit in 2007.
My second question would be , how should I go about implementing the calculations, i.e.; minimum thickness calculations-one foot method, Allowable hydrostatic test height, if this is a rectangular "tank" and not a circular one, so there is no "D" in the calculations
The tank specs:
Double Walled Tank
Predominantly concerned with the primary side(product side)
35 Long x 9'-6" Width x 9'-6" Heigth
Material: A 516 Gr. 70
Courses : 2
built 2007.
The client is requiring me inspect an open box cart style portable tank in accordance with API 653. The tank is similar to the one I am showing you in the attachment, except it doesn't have wheels. Is installed on top of a skid. Long story short, this is my first time inspecting this kind of tank in accordance with API 653.
My first question would be, to what edition would it be most appropriate to inspect it to if it was buit in 2007.
My second question would be , how should I go about implementing the calculations, i.e.; minimum thickness calculations-one foot method, Allowable hydrostatic test height, if this is a rectangular "tank" and not a circular one, so there is no "D" in the calculations
The tank specs:
Double Walled Tank
Predominantly concerned with the primary side(product side)
35 Long x 9'-6" Width x 9'-6" Heigth
Material: A 516 Gr. 70
Courses : 2
built 2007.