Dear Engineers of Cheresources,
Sorry to bug you with this basic stuff, but I was wondering if anyone could spot any flaws in the system I made the sketch of (see the sketch). I wanted to propose some water supply to some rural area by using whose data is included on the sketch. The pipeline information is also included on the sketch.
The problems with this system (ones that I would someone's opinion for ) are the following:
1. the new system (light blue on the sketch) will use HDPE PN10 and 110 mm (4") this will tie-in via reducing tee ( galvanized carbon steel). A gate valve for insolated is proposed and a butterfly valve is proposed for flow regulation. The butterfly valve is deemed necessary because only 20m3/hr is required as allowing higher flow rate into the 4" would cause high system losses will cause back pressure to the Pump, P-xxxA/B which trips if that happens. A bypass is also added if any of valves goes under maintenance.
2. 4" HDPE has a rating of PN10 whereas the 6" HDPE is PN16.
3. level control valve is proposed to be one that has a floating valve, but such a valve is prone to failure. Any better recommendations?
4. Any good examples of water level control out there?
You are free to give any opinion that will make this system better.
Thanks in advance for your responses.
Rural Area Water Distribution.xlsx 313.38KB
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