BS ISO 4359:2013+A1:2017:2018 Edition
$215.11
Flow measurement structures – Rectangular, trapezoidal and U-shaped flumes
Published By | Publication Date | Number of Pages |
BSI | 2018 | 84 |
This International Standard specifies methods for the measurement of flow in rivers and artificial channels under steady or slowly varying flow conditions, using certain types of standing-wave, or critical-depth, flumes.
A wide variety of flumes has been developed, but only those which have received general acceptance after adequate research and field testing, and which therefore do not require in situ calibration, are considered.
The flow conditions considered are uniquely dependent on the upstream head, i.e. subcritical flow must exist upstream of the flume, after which the flow accelerates through the contraction and passes through its critical depth (see Figure 1). The water level downstream of the structure is low enough to have no influence upon its performance.
This International Standard is applicable to three commonly used types of flumes, covering a wide range of applications, namely rectangular-throated, trapezoidal-throated and U-throated. Typical field installations are shown in Figure 2. Site conditions are important and Figure 3 shows acceptable velocity profiles in the approach channel.
Detailed illustrations of the three types of flumes covered by this International Standard are given as follows:
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rectangular-throated (see Figure 4);
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trapezoidal-throated (see Figure 5);
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U-throated, i.e. round-bottomed (see Figure 6).
It is not applicable to a form of flume referred to in the literature — sometimes called a “Venturi” flume — in which the flow remains subcritical throughout.
NOTE This form is based on the same principle as a Venturi meter used within a closed conduit system and relies upon gauging the head at two locations and the application of Bernoulli’s energy equation.
PDF Catalog
PDF Pages | PDF Title |
---|---|
2 | National foreword |
7 | Foreword |
9 | 1 Scope 2 Normative references 3 Terms and definitions |
10 | 4 Symbols |
11 | 5 Flume types and principles of operation |
14 | 6 Installation 6.1 Selection of site |
15 | 6.2 Installation conditions 6.2.1 General requirements |
16 | 6.2.2 Flume structure 6.2.3 Approach channel |
18 | 6.2.4 Downstream conditions 7 Maintenance 8 Measurement of head 8.1 General 8.2 Location of head measurement(s) |
19 | 8.3 Gauge wells 8.4 Zero setting 9 General equations for discharge 9.1 Discharge based on critical flow in the flume throat |
21 | 9.2 Discharge based on observed upstream head |
34 | 9.3 Calculation of stage-discharge relationships |
35 | 9.4 Approach velocity and coefficient of velocity |
36 | 9.5 Selection of flume size and shape |
37 | 10 Rectangular-throated flume 10.1 Description 10.2 Location of head measurement section 10.3 Provision for modular flow |
38 | 10.4 Evaluation of discharge for a given observed upstream head |
41 | 10.5 Computation of stage-discharge relationship |
42 | 10.6 Limits of application |
43 | 11 Trapezoidal-throated flumes 11.1 Description 11.2 Location of head measurement section 11.3 Provision for modular flow |
44 | 11.4 Evaluation of discharge — Coefficient method |
47 | 11.5 Computation of stage-discharge relationship |
49 | 11.6 Limits of application |
50 | 12 U-throated (round-bottomed) flumes 12.1 Description 12.2 Location of head measurement section 12.3 Provision for modular flow |
51 | 12.4 Evaluation of discharge — Coefficient method |
54 | 12.5 Computation of stage-discharge relationship |
56 | 12.6 Limits of application |
57 | 13 Uncertainties of flow measurement 13.1 General |
58 | 13.2 Combining measurement uncertainties |
60 | 13.3 Percentage uncertainty of discharge coefficient u*(C) for critical-depth flumes 13.4 Uncertainty budget |
61 | 14 Example of uncertainty calculations 14.1 General 14.2 Characteristics — Gauging structure 14.3 Characteristics — Discharge calculation 14.4 Characteristics — Discharge coefficient |
62 | 14.5 Characteristics — Gauged head instrumentation 14.6 Characteristics — Throat width |
63 | 14.7 Overall uncertainty in discharge |
64 | Annex A (informative) Simplified head-discharge relationships for flume |
69 | Annex B (informative) Introduction to measurement uncertainty |
77 | Annex C (informative) Sample measurement performance for use in hydrometric worked examples |
81 | Annex D (informative) Spreadsheets for use with this International Standard |
83 | Bibliography |