osoria
Civil/Environmental
- Jul 8, 2010
- 1
Hello All,
My name is oscar and I am designing an energy recovery scheme for a water distribution network. The scheme involves clean water transfer from treatment works by gravity to a reservior .There is an existing pressure reducing valve at the inlet into the reservior and discharge is not at atmospheric pressure.
Head duration Curve(HDC)
27%----84m
63%----52m
10%--- 0m
flow duration curve(FDC)
95%----0.12m3/s
I have attached the HDC,Flow duration Curve and other curves.
My questions are:
---what type of turbine might be suited for this scheme?
---is it going to be variable speed turbine or constant speed?
---- What design head might be suitable for such a scheme
Thanks
My name is oscar and I am designing an energy recovery scheme for a water distribution network. The scheme involves clean water transfer from treatment works by gravity to a reservior .There is an existing pressure reducing valve at the inlet into the reservior and discharge is not at atmospheric pressure.
Head duration Curve(HDC)
27%----84m
63%----52m
10%--- 0m
flow duration curve(FDC)
95%----0.12m3/s
I have attached the HDC,Flow duration Curve and other curves.
My questions are:
---what type of turbine might be suited for this scheme?
---is it going to be variable speed turbine or constant speed?
---- What design head might be suitable for such a scheme
Thanks