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  1. S

    transient analysis - Issues on valve closure

    I tried with 1800 secs( half hour) there its still the same with a very little difference.
  2. S

    transient analysis - Issues on valve closure

    Hello Engineer, I require your expertise to help me resolve my problem in my hydraulic model during transient analysis, I have a Firewater network after the closure of a valve for the event of 10,50,100,200, 500 secs pressure spikes above the maximum allowable pressure for the pipeline, and I...

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