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AS 3778.3.3-2001
$87.96
Measurement of water flow in open channels, Part 3.3: Velocity-area methods — Measurement by slope-area method
This Standard is identical to and has been reproduced from ISO 1070:1992.
  Table of contents
 
   Header
  
   About this publication
  
   Preface
  
   1 Scope
  
   2 Normative references
  
   3 Definitions
  
   4 Principle of the method of measurement
  
   5 Selection and demarcation of site
  
   5.1 Initial survey of site
  
   5.2 Selection of site
  
   5.2.1
  
   5.2.2
  
   5.2.3
  
   5.2.4
  
   5.2.5
  
   5.2.6
  
   5.2.7
  
   5.2.8
  
   5.2.9
  
   5.3 Demarcation of site
  
   6 Devices for measurement of slope
  
   6.1 Reference gauge
  
   6.2 Water-level recorder
  
   6.3 Crest stage gauge
  
   6.4 High-water marks
  
   7 Procedure for installing gauges and making observations
  
   7.1 Installation
  
   7.2 Procedure for observation of gauges
  
   7.3 Other observations
  
   8 Computation of surface slope
  
   8.1 Computation of surface slope from gauges
  
   8.2 Computation of surface slope from high-water marks
  
   9 Cross-sections of the stream
  
   9.1 Number of cross-sections
  
   9.2 Measurement of cross-sectional profiles
  
   10 Computation of discharge for non-uniform and composite cross-sections
  
   10.1 Computation of conveyance
  
   10.1.1 Non-uniform section
  
   10.1.2 Composite section
  
   10.2 Computation of the hydraulic radius
  
   10.3 Value of Manning’s coefficient
  
   10.4 Evaluation of the friction slope
  
   10.5 Computation of discharge using three or more cross-sections
  
   10.6 State of flow
  
   11 Computation of discharge for uniform cross-sections
  
   11.1 Determination of the mean cross-sectional area and the mean wetted perimeter of the reach
  
   11.2 Determination of the mean velocity in the reach
  
   11.2.1 Using Manning’s equation
  
   11.2.2 Using Chezy’s equation
  
   11.3 Correction of discharge
  
   12 Uncertainties in flow measurement
  
   12.1 Errors
  
   12.2 Methods of calculation
  
   12.2.1 Sources of uncertainties for a uniform reach
  
   12.2.2 Determination of individual components of uncertainty in the discharge calculation
  
   12.2.2.1 Uncertainty in the calculation of the mean cross-sectional area
  
   12.2.2.2 Uncertainty in the calculation of the mean wetted perimeter
  
   12.2.2.3 Relationship between the uncertainties in the cross-sectional area and in the wetted perimeter
  
   12.2.2.4 Uncertainties in determination of the friction slope
  
   12.2.2.5 Uncertainty due to choice of the rugosity coefficient
  
   12.2.3 Overall uncertainty in the measurement of discharge
  
   Annex A
  
   Annex B
  
   Amendment 1
  
  Cited references in this standard
 
  Content history
 
[Current]
[Superseded]
[Superseded]
   DR 99551
  
   ISO 1070:1992/Amd.1:1997
  
Please select a variation to view its description.
| Published | 12/03/2001  | 
		
|---|---|
| Pages | 12  | 
		
Please select a variation to view its pdf.

