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P2= 4
BS-3680 RECTANGULAR-PROFILE WEIR
U0 = Q
cal
The flowrate at full head
enter:
[value from specs.]
U1 = t
cal
The time units of Q
cal
enter:
[0] per second
[1] per minute
[2] per hour
[3] per day
U2 = h
cal
The head at which Q
cal
occurs
enter:
[value from specs.]
U3 = p
Height of weir above bottom of approach channel
enter:
[value from specs.]
U4 = L
Width of the weir in the direction of flow
enter:
[value from specs.]
VALUES CALCULATED BY OCM II
U5 = C
Coefficient of discharge at current head
U6 = Cp
Correction factor for C (varies with h/p)
U7 = C
cal
Coefficient of discharge at h
cal
U8 = Cp
cal
Correction factor for C at h
cal
Flowrate is given by:
Q = Q
cal
x C/C
cal
x Cp/Cp
cal
x (h/h
cal
)
1.5
PL-269
7 – 23
Summary of Contents for OCM II PL-269
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