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There is alot of expense with this application.
There is a potential of a higher than normal flow and velocity in the pipe. Therefore due to this and water hammer it was decided that we should restrain all the joints
Hello to all and TIA.
I have an application for a temporary pipeline of C-900 PVC pipe. The run is 1300 ft long, the trench is three ft deep the back fill WILL NOT be compacted as it needs to be removed. Should I require the contractor to restrain all the joints?