
7ML19981FC01 HydroRanger 200 – INSTRUCTION MANUAL Page 73
mmmmm
Open Channel Monitoring
Non-Applicable Weir Profiles
Flows through these weirs can be measured using the Universal Flow Calculation P600 =
4 or 5. See
Universal Calculation Support
on page 76.
Parshall Flume
Application Information
• Sized by throat width
• Set on solid foundation
• For rated flows under free flow conditions, the head is measured at
2
/
3
the length of
the converging section from the beginning of the throat section
Parameter Index Value
P600 G 1–Parshall Flume
P601 G 1.22–1.607 (consult your flume documentation)
P603 G Maximum Head
P604 G Maximum Flow (Q)
P606 G Time Units
contracted
rectangular
compound Poebing
approximate
exponential
Note: C = Converging Dimension.
Flow
C
2
/
3
C
P006
Front View
Plan View
Transducer
Side View
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