Search results for query: *

There is a Yee type derivation for Pipeline, the objective is that two lines are marraneable and are connected by a Yee menconada, I would appreciate if you could help me with any brand or brands that manufacture this accessory or in turn some catalogs. Best regards.

You could help me with a procedure for load tests on a structural bridge, we need to release the bridge and request the procedure of the load tests, I am grateful

can the hydrostatic test pressure be greater than the admissible pressure?

in a water reinjection project we use api pipe 5L Gr B, since the material is contemplated in the customer's Piping Class, however for this project a piping class was created in which the pipe is specified as Api 5L X60, the The customer does not want to accept the Api 5L Gr B pipe that was...

I need the detail of the nozzles for bolted tanks, thank you very much help me with bibliography to review this topic, greetings

Should a choke valve always be used in reinjection pipes (reinjection wells)?

I have a pipe 6 "# 1500 but my Tien-in should do it on a # 2500 valve, the SCHD is the same for # 1500 and # 2500, you can either weld the flange directly to the pipe or I should relay transition by difference Thicknesses ??

Where can I find information to design the plans of Plant and Profile of a line of Direct tension underground, where I find examples .pdf or .dwg

I need to enter support in a pipeline of 3 km in length, I must place them every 8 meters, I appreciate your help with information if you can automate this from a .text file so you do not have to put them 1 by 1.

Differences between Pipe, API 5L X42 Psl1 and Pipe, Api 5L X42 Psl2

Within oil stations, oil platforms that rating is recommended # 150 0 # 300 ?? Is this indicated in ASME B31.3? I consult it because since the pressures are very low I am considering Rating # 150, if I am wrong I would greatly appreciate your help.

What standard should be used to design vents in jacketed pipes at asphalted road crossings?

I am designing a tee barred but I do not find the dimensions of bicelado and chamflan to design the Tee and then proceed with the details of the welded bars, I would be very grateful to help me with some catalog or datasheet

If I have a pipe above ground should I consider cathodic protection? Or in which cases cathodic protection is strictly required?

I am in the process of designing a line of flow for crude with 6 "pipeline, the terrain where the pipeline route is designed has a very rugged geography, which would make trenching difficult, I have existing H frame supports, besides The local conditions do not present very high temperatures nor...

Develop the analysis of flexibility of a Pipeline however I am not clear with which criterion to use or not to use an anchor block, is there in any norm a backup to use or not anchor blocks ?? I appreciate your help