as a variable is written as: CHAPTER 7 - WEIRS
The Kindsvater-Shen relationship can be used for fully contracted notches
of any angle between 25 degrees and 100 degrees (Kulin and Compton, 1975).
The equation which includes the angle
as a variable is written as:
(7-3)
where:
Q = discharge over weir in ft3/s
Ce = effective discharge coefficient
h1 = head on the weir in ft
h1e = h1 + kh
= angle of V-notch
The head correction factor, kh, is a function of
(figure 7-6a). However, for fully contracted traditional 90-degree V-notch
weirs, equation 7-6 and the rating table discussed later produce comparable
accuracy.
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For fully contracted V-notch weirs, the value of kh
is related to as given on figure
7-6a, and values of Ce are read from figure 7-6b. Partially
contracted 90-degree V-notches only can be rated using figure 7-7 to obtain
Ce values. The calibration relationships were developed
with rectangular approach flow and head measurement sections for these
weirs. For applications with other flow section shapes, the average width
of the flow section for each h1 is used as B to
determine coefficients.
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Bos (1989) and International Organization for Standardization (1983) explain and define limits basic to the use of these figures. Precautions and restrictions concerning the use of V-notch weirs are as follows:
(a) V-notch weirs should not be designed beyond the range of the parameters plotted on figures 7-6 and 7-7. Only the 90-degree V-notch weir can be made partially contracted through the use of figure 7-7.
(b) The water surface downstream from the weir should always remain at least 0.2 ft below the notch. Lower discharge readings should be rejected if the contraction is not springing underneath for the entire nappe length.
(c) The measuring head should be greater than 0.2 ft because precision of head measurement error is large relative to smaller head depths, and the nappe may cling to the weir plate.
(d) For the fully contracted V-notch, the maximum measuring head should be less than 1.25 ft.
(e) For the partially contracted V-notch, the maximum head should be less than 2 ft.
(f) For fully contracted V-notches, the h1/B ratio should be equal to or less than 0.2.
(g) For the partially contracted 90-degree notch, h1/B should be equal to or less than 0.4.
(h) The average width of the approach channel, B, should always be greater than 3 ft for the fully contracted Vnotch.
(i) For the partially contracted 90-degree V-notch, the approach channel width should be greater than 2 ft.
(j) The V-notch of the weir should always be located at least 1.5 ft above the invert of the weir pool for fully contracted weirs.
(k) Only the 90-degree V-notch can be partially contracted, but the point of the notch must be located at least 4 in from the channel invert.
(l) All the requirements in section 5 apply.
(m)All the approach flow conditions in chapter 2 apply.
