Page 78
HydroRanger 200 – INSTRUCTION MANUAL
7ML19985FC03
mmmm
m
Open Channel
Monit
oring
6 Relay Model
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 81.
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
Note: C = Converging Dimension.
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
Flow
C
2
/
3
C
P006
Front View
Plan View
Transducer
Side View
Содержание HydroRanger 200
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