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Overflow Weir sizing

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Aug 29, 2005
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Have a large CSTR with a fairly high concentration solids slurry (40%w/w solids). The outlet from the tank is to be a weir which overflows into a discharge box attached to the side of the tank. I need to size the weir and discharge box, but I'm not sure where to start. Can anyone point me in the right direction?

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I've found the modified francis formula (5-31) in perry 6th, but how does this perform for slurries? Anyone know?

Read the Eng-Tips Site Policies at FAQ731-376
 
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