Shopping Cart

No products in the cart.

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
Guaranteed Safe Checkout
Categories: ,

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

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:

  1. rectangular-throated (see Figure 4);

  2. trapezoidal-throated (see Figure 5);

  3. 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
BS ISO 4359:2013+A1:2017
$215.11