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Agenda
|
General
|
Engineering
| Hydraulic | Weir flow calculation
*data*
Discharge: Q = 
 l/sec
Section type: 
Channel out
Rectangular weir
Traphezoidal weir
Triangular weir
Crest length: L = 
 mm
Discharge: Q = 50 lt/sec
Type: Channel out
 | 
L = 1000 mm
Water height: h = 0.090 m
Reference :
ISCO Open Channel Flow Measurement Handbook (Third Edition), Douglas M.Grant