Sutro Weir Research
Introduction
Definition of Weir : A type of small overflow dam that can be used for flow measurement. The Linear Flow Orifice Meter is a mimic of a weir.
Definition of Sutro Weir : The dicharge (flow) through the weir is proportional to the head (water depth above a reference plane located at one third of the depths of the crest of the base weir).
Development : The linear-proportional weir was developed by Stout in 1897 and was theoretically based, the design stipulated the width at the base as infinite. In 1908 Sutro modified the design to create a practical linear-proportional weir, known as the sutro weir. The sutro wier has a rectangular base and the flow through the wier is proportional to the height of the water through the curved portion of the weir plus
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$$ 2\over 3 $$
of the height of the rectangular base ie.
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$$ Q = c [h +
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s] $$
[Equations Page Here]
Source 1: Prof. B.S. Thandaveswara from the Indian Institute of Technology Madras website
Figure 1: Sutro weir with constraining equations.
- Note: The rectangular base is present in the design merely to simplify evaluation and analysis. Flow proportional to water height begins above the rectangular weir.
Variables
W = base of rectangular weir
s = height of rectangular weir
h = wier hight above rectangular weir
c = constant of proportionality
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$$ C_d $$
= coefficient of dicharge, ranges from 0.0597 to 0.619
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$$ q_w $$
= Flow through rectangular weir
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$$ q_u $$
= Flow through upper portion of weir,Important Parameter
Q = Total Discharge
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$$ C_0 $$
= Proportionality constant, average value is 0.62
g = 9.81
Source 2: Practical Constant-Accuracy Linear Weir K. Keshava Murthy and M. N. Shesha Prakash, Journal Irrigation and Drainage Engineering 120, 550 (1994)
- the text is available here, and access to the text is available at the following link
Summary:
The paper explores a different weir design that also results a discharge that is proportional to the depths of head. The design has two parts, one is the outside edge of part of a circle and the rest of the wier is a sloped straight line. The redesign was tested because the changes would make construction easier. The results showed a high level of accuracy, +/- 1% in the head range 0.5R <= h <= 7.9R (R is the radius of sector of circle, the coefficient of discharge was experimentally shown to be 0.619. Figure 1 is a visual representation of the design.
Source 3: Geometrically Simple Logarithmic Weir K. Keshava Murthy, H. S. Ramesh, and M. N. Shesha Prakash, Journal Irrigation and Drainage Engineering 121, 419 (1995)
Note sources 2 and 3 were found through the ASCE research library at http://scitation.aip.org/hyo/