FishScreener
Civil/Environmental
- Mar 25, 2008
- 22
I am designing a fish screening system for a gravity irrigation deiversion from a natural stream.
It is basically a wedge wire drum, 6-ft long, 18-in diameter, with 0.0675 wires and gaps. It is similar to a well screen, with a pvc diffuser inside of it with a bunch of 7/8-inch diameter holes to avoid hot spots.
My boss, (who is not an Engineer), is insistant that the holes need to be graduated in size going from small at the end by the discharge to large at the other end. This is based on having seen difussers designed for pump inlet screens where the differential head through the screen is measured in feet.
On the gravity diversions, I am designing for a head differential of 0.02 feet. I can't get enough flow difference due to the low head to see varying the size of the orifices in the diffuser.
Am I on the wrong track? Does anyone know of a web page or online reference, or even a book that explains the orifice sizing? So that I can show him my math is correct.
It is basically a wedge wire drum, 6-ft long, 18-in diameter, with 0.0675 wires and gaps. It is similar to a well screen, with a pvc diffuser inside of it with a bunch of 7/8-inch diameter holes to avoid hot spots.
My boss, (who is not an Engineer), is insistant that the holes need to be graduated in size going from small at the end by the discharge to large at the other end. This is based on having seen difussers designed for pump inlet screens where the differential head through the screen is measured in feet.
On the gravity diversions, I am designing for a head differential of 0.02 feet. I can't get enough flow difference due to the low head to see varying the size of the orifices in the diffuser.
Am I on the wrong track? Does anyone know of a web page or online reference, or even a book that explains the orifice sizing? So that I can show him my math is correct.