Recent content by brvs2014

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.

if correct the tests of resistance of the point were made with load depending on the capacity for which the bridge was designed, now the problem that I have is that they ask me to indicate this procedure but in docuemntacion, there is some standard format to elaborate procedures for this kind of...

IN WHICH IS THE PROCEDURE TO PROVE THE BRIDGE'S RESISTANCE? THE BRIDGE WAS DESIGNED FOR TRAFFIC OF HEAVY CRUDE TRANSPORT VEHICLES

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?

thank you all for your answers, make a calculation memory with the admissible pressures of each material I hope that with this the client accepts the change

Under conditions of pressure and temperature the two materials fulfill satisfactorily, however the project has a great rush and the API 5L x60 takes too long to arrive, in all the previous projects we have worked with API 5L gr B and we have in stock this material , besides this contemplated in...

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 information of the nozzles themselves with the feed, number of bolts and size of plates to screw the neck and the flange to the tank.

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)?

Thanks for your answers it is very good to hear different points of view, however I have several derivations of this line that are specified in # 1500. I attach a photograph.http://files.engineering.com/getfile.aspx?folder=33fe0c2b-6ddb-4953-a64d-6c3f81aa698c&file=1.jpg

In the oil station there is a very old system of Water Rejection, due to its age the existing pipe is in very bad conditions, for this reason it has to be replaced, the old line to replace this designed with class # 2500, however to the Checking the pressure gauges on the HPS pumps shows that...

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