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Page 56
V-notch angle
weirs, the head is measured
upstream
of the weir plate at a
minimum distance of
3 times
maximum head
to ensure the surface of the
liquid is not effected by turbulence or drawdown. See Exponential devices,
above, for further details.
Calculations
Palmer Bowlus Flume
and
H-Flume
A
BSOLUTE
If the flow calculation is to be
absolute
P702
=
1
the flow will be calculated
using the formula: q = f(h)
Where: q = flowrate
f = is an 8
th
degree polynomial solution for h (head)
R
ATIOMETRIC
If the flow calculation is to be
ratiometric P702 = 2
the flow will be
calculated using the formula: q= q
cal
f(h)/f(h
cal
)
Where:
q = flowrate
q
cal
=
flowrate at maximum head P705
f(h) = a polynomial solution for h (head)
f(h
cal
) = a polynomial solution for h
cal
(maximum head)
V-Notch Angle Weir
(Non BS 3680)
A
BSOLUTE
If the flow calculation is to be
absolute
P702
=
1
the flow will be calculated
using the formula: q = C
e
8/15 tan (theta/2)(2gn)
0.5
(h = kh)
2.5
Where: q = flowrate
C
e
=
discharge coefficient
calculated by FlowCERT
LITE
P723
theta = V-notch angle
gn = gravitational acceleration
h = head
kh = compensated head
Summary of Contents for FlowCERT LITE
Page 1: ...FlowCERT LITE UL INSTRUCTION MANUAL...
Page 2: ......
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Page 8: ......
Page 14: ...Page 6 EC DECLARATION OF CONFORMITY...
Page 18: ...Page 10 The full dimensions of the enclosure are as shown below...
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