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  1. alizafari1

    venting of pipelines

    Hello to all; We have a GRP underground pipeline for sea water transportation. Because of clash with another pipeline, a portion of pipe moves up and after a couple of meters moves down in the previous elevation, and therefore makes an air pocket in the line. Naturally we need a vent hole on the...
  2. alizafari1

    one branch instead of several branches

    As you see in the picture, we have a GRP pressurized fire water header line with a couple of branches that diverge from it to distribute water to different users. In our project the designer has used separate pipe for each line of mentioned users. I think we can diverge one branch from the...
  3. alizafari1

    combinig branches in FW UG networks

    As you see in the picture, we have a GRP pressurized fire water header line with a couple of branches that diverge from it to distribute water to different users. In our project the designer has used separate pipe for each line of mentioned users. I think we can diverge one branch from the...
  4. alizafari1

    combinig branches in FW UG networks

    As you see in the picture, in the fire water underground piping network, we have a header line with many branches diverge from the header separately. For branches with final destinations near each other such as branches No. 1, 2 and 3 can we combine them into one branch and diverge it at the end...
  5. alizafari1

    influence of temperature on pressure in pipeline

    IN PIPING HYDROSTATIC TEST, RECOGNIZING LEAKAGES IS BASED ON PRESSURE DROP AFTER HOLDING TIME, BUT IN CASES, PRESSURE GAUGE SHOWS PRESSURE DROP BECAUSE OF DECREASING WATER TEMPERATURE DUE TO AMBIENT TEMP IN HOLDING TIME; AND WE CAN’T UNDERSATAND ABOUT LEACKAGE CERTAINLY. NOW I NEED A FORMULA...
  6. alizafari1

    material recognition

    Hi; We have a problem about material recognition in piping job. some of our pipes don't have color code and we know no way for confirmation of materials used in them, especially for nace materials. How can you realize that the material is correct?
  7. alizafari1

    pipe span design for weight supports

    Hi; In piping support design specs & codes we see tables of pipe spans, as distance between two weight supports in a straight horizontal line cannot exceed this amount. Now the question is if the line is not straight and there is a change in the direction of line (for instance by elbows), what...
  8. alizafari1

    allowable distance between two adjacent pipelines

    Hi; In piping support design specs & codes we see tables of pipe spans, as distance between two supports in a straight line cannot exceed this amount.Now the question is if the line is not straight and there is a change in the direction of line (for instance by elbows), what amount shall be used...
  9. alizafari1

    allowable distance between two adjacent pipelines

    Hi; How we can find allowable distance between two crossing or beside pipelines.

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