Hi everyone,
The is a question regarding the PRV. The thing is that the Design Institute has developed a design for a 20km plastic water pipeline with diam. 165 on design pressure 0,8-1 MPa , conected to the existing line 4,57 MPa. In the beginning it was expected to have 20,8 cub.m/h, but decision was changed to 6,8 cub.m/h with perspective to encrease that consuption further. right near the tie-in point were designed to manholes, fist one has a ball valve and flow meter, second one has a ball valve with PRV. On the end point we have a RC reservour 1000 M3 collecting this water for water injection to the wells.The problem is that the more than half of the pipeline is alinged already but valves are still didn't. HOw to choose the PRV according the latest requerements (with what throughput) and there is also an idea to move the flow meter from tie-in point near to station, do you think is right?
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