Produced water overflow pipeline from many Tanks is routed to an Overflow Header which finally ends up in an Open Pit (for use during emergencies)in a existing Produced Water Handling Unit. Overflow pipeline from Tanks joins the header from below ground as shown in the attached simple sketch. Wish to know if this type of gravity flow piping configuration is the best design practise or it would have been better if it joins the Overflow Header from the top of pipe.
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