AS 3778.4.1:2022

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Measurement of water flow in open channels, Part 4.1: Measurement using flow gauging structures — Thin-plate weirs (ISO 1438:2017, IDT)

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AS 3778.4.1:2022 identically adopts ISO 1438:2017, which defines the requirements for the use of rectangular and triangular (V-notch) thin-plate weirs for the measurement of flow of clear water in open channels under free flow conditions. It includes the requirements for the use of full-width rectangular thin-plate weirs in submerged (drowned) flow conditions.

Header

About this publication

Preface

Foreword

1 Scope

2 Normative references

3 Terms and definitions

4 Symbols and abbreviated terms

5 Principle

6 Installation

6.1 General

6.2 Selection of site

6.3 Installation conditions

6.3.1 General

6.3.2 Weir

6.3.3 Approach channel

6.3.4 Downstream channel

7 Measurement of head

7.1 Head-measuring devices

7.2 Stilling or float well

7.3 Head-measurement section

7.3.1 Upstream head-measurement

7.3.2 Downstream head measurement

7.4 Head-gauge datum (gauge zero)

8 Maintenance

9 Rectangular thin-plate weir

9.1 Types

9.2 Specifications for the standard weir

9.3 Specifications for installation

9.4 Determination of gauge zero

9.5 Discharge formulae — General

9.6 Formulae for the basic weir form (all values of b/B)

9.6.1 Kindsvater-Carter formula

9.6.2 Evaluation of Cd, kb and kh

9.6.3 Formulae for Cd

9.6.4 Practical limitations on h/p, h, b and p

9.7 Formulae for full-width weirs (b/B = 1,0)

9.7.1 Modular flow discharge formula

9.7.2 Non-modular flow discharge formula

10 Triangular-notch thin-plate weir

10.1 Specifications for the standard weir

10.2 Specifications for the installation

10.3 Specifications for head measurement

10.3.1 General

10.3.2 Determination of notch angle

10.3.3 Determination of gauge zero

10.4 Discharge formulae — General

10.5 Formula for all notch angles between π/9 and 5 π/9 radians (20° and 100°)

10.5.1 Kindsvater-Shen formula

10.5.2 Evaluation of Cd and kh

10.5.3 Practical limitations on α, h/p, p/B, h and p

10.6 Formula for specific notch angles (fully-contracted weir)

10.7 Accuracy of discharge coefficients — Triangular-notch weirs

11 Uncertainties of flow measurement

11.1 General

11.1.1

11.1.2

11.1.3

11.1.4

11.1.5

11.2 Combining measurement uncertainties

11.3 Uncertainty of discharge coefficient, u*(Cd), for thin-plate weirs

11.4 Uncertainty budget

12 Example

12.1 General

12.2 Characteristics — Gauging structure

12.3 Characteristics — Gauged head instrumentation

12.4 Discharge coefficient

12.5 Discharge estimate

12.6 Uncertainty statement

12.6.1

12.6.2

12.6.3

12.6.4

12.6.5

12.6.6

Annex A

Annex B

Annex C

C.1 General

C.2 Confidence limits and coverage factors

C.3 Random and systematic error

C.4 Measurement standards

C.5 Evaluation of Type-A uncertainty

C.6 Evaluation of Type-B uncertainty

C.6.1 General

C.6.2 The triangular distribution

C.6.3 The rectangular distribution

C.6.4 The normal probability distribution

C.6.5 Bimodal probability distribution

C.7 Combined uncertainty value, uc

Annex D

Annex E

Bibliography