go to home page

print this page



3.2.1     Obtaining Flow Data

FlowThe Environment Agency measures the flow in most significant rivers and streams in the UK, and data from the 1300 gauging stations can be obtained from the Centre for Ecology and Hydrology in Wallingford. Data for 200 sites is available over the internet, at: www.nwl.ac.uk/ih/nrfa/. These records can be used to assess stream flow at the proposed site, as long as due allowance is made for the actual site location in relation to the gauging station (upstream or downstream).

 

If no data is available, it is also possible to use hydrological methods that are based on long-term rainfall and evaporation records, and on discharge records for similar catchment areas.  This allows initial conclusions to be drawn on the overall hydraulic potential without taking actual site observations. It is advisable to follow this up with site measurements once the project looks likely to be feasible.

 

The reference books included in the bibliography offer a number of more or less sophisticated methods both for estimating the hydrology of a catchment area and for measuring the flow in streams.   

The most accurate and reliable flow measurement method is to install a measuring weir, as summarised below.

3.2.2   Measuring weirs

A flow measurement weir has a rectangular notch in it through which all the water in the stream flows.  It is useful typically for flows in the region of 50-1000 l/s. The flow rate can be determined from a single reading of the difference in height between the upstream water level and the bottom of the notch (see Figure). For reliable results, the crest of the weir must be kept 'sharp' and sediment must be prevented from accumulating behind the weir.

 

The formula for a rectangular notched weir is: 

Flow Equation

where:

Q = flow rate (m3/s)

Cd = the coefficient of discharge

L = the notch width (m)

h = the depth of the weir crest below upstream water level (m)

g = acceleration due to gravity (9.81m/s2)

 

If Cd is taken, typically, as 0.6, then the equation becomes:

 

               Q = 1.8 (L - 0.2h) h1.5

 

Since stream flow varies both from day to day and with the season, measurements should ideally be taken over a long period of time, preferably several years.

 

Measuring Weir
Measuring Weir

3.2.3  Flow Duration Curve

There are two ways of expressing the variation in river flow over the year: the annual hydrograph and the Flow Duration Curve or FDC, as illustrated below.

 

The annual hydrograph is the easiest to understand, since it simply shows the day-by-day variation in flow over a calendar year.  However, the FDC is more useful when calculating the energy available for a hydro-power scheme. 

 

The FDC shows how flow is distributed over a period (usually a year). The vertical axis gives the flow,  the horizontal axis gives the percentage of the year that the flow exceeds the value given on the y-axis.

 

Hence, for example, the FDC can immediately indicate the level of flow which will be available for at least 50% of the year (known as Q50).  The flow exceeded for 95% of the year (Q95) is often taken as the characteristic value for minimum river flow. 

 

FDCs are often very similar for a region, but can be affected by soil conditions, vegetation cover, and to a lesser extent by catchment shape.  They are also modified by man-made reservoirs, abstractions and discharges. 

 

A flatter FDC (characterising a heavily spring-fed river) is preferable to a steeply sloping one, and means that the total annual flow will be spread more evenly over the year, giving useful flow for a longer period, and less severe floods.

Compensation Flow

A portion of the flow, termed the compensation flow, will need to by-pass the scheme for environmental or aesthetic reasons.  In abstraction schemes, where water is diverted from the main course of the river, this compensation flow is needed to maintain the ecology and aesthetic appearance of the river in the depleted stretch. 

 

The amount of compensation flow will depend on site-specific concerns, but a reasonable first estimate will lie between the Q90 and Q99 values of river flow.

Annual Hydrograph
Annual Hydrograph

Flow Duration Curve
Flow Duration Curve


back  next page
 
  Main Page | Contact Us | Legal | Site Map© 2004 British Hydro Association.

hosted by
Rendili Limited