Sirs;
I have to design a storage area for some chemical products (defoaming agent, glycol, corrosion inhibitor, emulsion breaker, deoiler, biocide and scale inhibitor)..
I learnt from several literatures that we shall separate chemicals if these chemicals can react between each other.
In the...
Sirs;
We want to design an outdoor (no shelter) storage area for chemical containers (hundreds of Iso tanks, capacity: 26000 litters each tank).
Several chemical products are concerned: Defoamer, Biocide, Demulsifier, Methanol, Glycol, Corrosion Inhibitor, Reverse Demulsifier...etc.
These...
Sirs;
We want to design an outdoor (no shelter) storage area for chemical containers (hundreds of Iso tanks, capacity: 26000 litters each tank).
Several chemical products are concerned: Defoamer, Biocide, Demulsifier, Methanol, Glycol, Corrosion Inhibitor, Reverse Demulsifier...etc.
These...
Dears;
I'd like to get your advices regarding installation of 02 flanges in an existing 36" flange line header.
In the frame work of an on-going project, we have to tie in a 36" flare line header. We proposed to Owner to extend the existing 36" header by a 36" spool (cap in one side and slip...
Dears;
I'm writing a Technical Specification for Valves (oil and gas industry).In the paragraph dealing with ''Chemical Restriction'', I am called to specify to Valve Manufacturers the maximum carbon content and the maximum carbon equivalent.
Would you please to let me know how to specify the...
Dears;
As per my humble experience in righting piping spécifications, when a big size is selected to be welded type (not seamless), the fittings (elbow, tees, reducers) shall be also welded type (not seamless).
However the cap to select shall be seamless.
Does some know the reason of this...
Dear Specialist;
We designed a piping system under ASME B31.3 code (Cl 150) which we want to tie in to Pipeline System designed under ASME B31.4 code.
The tie will be by welding a tee which materila ASTM A234 Gr WPB to Pipeline pipe which material is API 5L X60.
a) Is this connection...
Dear Specialists;
I'm asked to evaluate stresses and anchor force(at anchor block) for a pipeline laid on the ground (not buried), but I don't know how to model it using C2 or Autopipe.
For buried pipeline, there are a lot of literature explaining how to model it and how to simulate soil...
