Non-Applicable Weir Profiles
contracted
rectangular
Flows through these weirs can be measured using the Universal Flow Calculation P600 =
Universal Calculation Support
4 or 5. See
Parshall Flume
Note: C = Converging Dimension.
Front View
Application Information
•
Sized by throat width
•
Set on solid foundation
•
For rated flows under free flow conditions, the head is measured at
the converging section from the beginning of the throat section
Parameter
P600
P601
P603
P604
P606
Page 78
compound
Plan View
Side View
P006
Index Value
G
1–Parshall Flume
G
1.22–1.607 (consult your flume documentation)
G
Maximum Head
G
Maximum Flow (Q)
G
Time Units
HydroRanger 200 – INSTRUCTION MANUAL
Poebing
on page 81.
C
2
/
C
3
Transducer
approximate
exponential
Flow
2
/
the length of
3
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