053008    Avon at Great Somerford                                                                                  1997


           Measuring authority: EA            Grid reference:     31    (ST) 966 832     Catchment area (sq km):    303.0
           First year: 1964                   Level stn. (m OD):   57.60                            Max alt. (m OD):  207



 Daily mean gauged discharges (cubic metres per second)


 
        DAY         JAN      FEB      MAR      APR      MAY      JUN      JUL      AUG      SEP      OCT      NOV      DEC

          1         1.598    0.786    5.849    1.438    0.627    0.728    0.612    0.370    1.954    0.611    0.696    8.659
          2         1.538    0.741    5.480    1.328    0.617    0.720    0.595    0.373    1.541    0.593    0.683    9.686
          3         1.464    0.796    5.597    1.261    0.684    0.708    0.584    0.413    1.487    0.604    0.653    7.281
          4         1.412    0.766    5.115    1.233    0.757    0.697    0.573    0.527    1.454    0.579    0.676    6.321
          5         1.330    0.749    4.609    1.194    0.689    0.679    0.556    0.497    1.368    0.568    0.715    5.775

          6         1.282    0.758    4.189    1.139    0.640    0.665    0.523    0.602    1.297    0.612    0.663    5.288
          7         1.233    0.725    4.450    1.117    0.695    0.639    0.506    0.689    1.256    0.625    0.776    5.161
          8         1.168    0.739    4.316    1.068    0.701    0.647    0.486    0.543    1.194    1.006    1.287    5.362
          9         1.113    1.364    3.878    1.033    0.826    0.612    0.476    0.480    1.108    1.026    1.519    5.882
         10         1.086    1.826    3.551    0.975    1.176    0.619    0.463    0.448    1.078    1.248    1.967    9.966

         11         1.063    5.364    3.258    0.980    1.073    0.653    0.460    0.440    1.119    1.418    1.756    7.257
         12         1.038    7.581    3.118    0.896    0.872    0.621    0.461    0.433    1.124    1.621    1.583    5.771
         13         1.002    4.622    2.966    0.855    0.817    0.586    0.494    0.400    1.056    1.421    1.529    5.318
         14         0.968    3.824    2.810    0.829    0.767    0.551    0.397    0.396    1.024    1.354    1.487    5.071
         15         0.949    3.822    2.658    0.817    0.739    0.511    0.383    0.396    0.998    1.395    1.520    4.674

         16         0.942    5.719    2.558    0.806    0.739    0.482    0.372    0.392    0.970    1.356    1.577    4.394
         17         0.912   10.470    2.478    0.777    0.836    0.479    0.386    0.354    0.930    1.165    1.622    4.225
         18         0.925    9.512    2.333    0.784    0.928    0.478    0.381    0.337    0.907    1.169    2.768    8.000
         19         0.861    8.710    2.244    0.759    1.347    0.471    0.403    0.330    0.927    1.073    3.348    6.338
         20         0.849    6.918    2.139    0.745    1.688    0.544    0.340    0.329    0.878    1.045   11.010    5.347

         21         0.893    6.178    2.068    0.711    1.425    0.569    0.351    0.332    0.834    0.988    8.102    4.879
         22         0.872    6.331    2.026    0.648    1.263    0.577    0.355    0.346    0.804    0.968    5.811    5.053
         23         0.851   12.140    1.965    0.664    1.122    0.525    0.338    0.349    0.771    0.927    5.360    6.215
         24         0.855   14.980    1.855    0.894    1.036    0.497    0.367    0.544    0.736    0.891    6.168   10.680
         25         0.829   10.670    1.796    0.978    0.975    0.639    0.400    0.863    0.692    0.866    6.068   13.810

         26         0.806    8.270    1.713    0.903    0.932    0.844    0.425    0.558    0.677    0.846    5.580   15.430
         27         0.779    7.167    1.627    0.771    0.902    0.801    0.403    0.517    0.676    0.821    6.022   10.140
         28         0.771    6.558    1.593    0.708    0.874    0.729    0.355    0.671    0.651    0.763   13.100    8.658
         29         0.782             1.549    0.684    0.838    0.689    0.311    1.005    0.628    0.723    8.646    7.844
         30         0.767             1.516    0.658    0.777    0.660    0.355    1.298    0.622    0.710    7.136    8.472
         31         0.766             1.472             0.728             0.357    2.433             0.688            10.510
 


 Average            1.023    5.289    2.993    0.922    0.906    0.621    0.435    0.570    1.025    0.957    3.661    7.338
 Lowest             0.766    0.725    1.472    0.648    0.617    0.471    0.311    0.329    0.622    0.568    0.653    4.225
 Highest            1.598   14.980    5.849    1.438    1.688    0.844    0.612    2.433    1.954    1.621   13.100   15.430

 Monthly total
  (million cu m)     2.74    12.79     8.02     2.39     2.43     1.61     1.16     1.53     2.66     2.56     9.49    19.65


 Runoff   (mm)        9       42       26        8        8        5        4        5        9        8       31       65  
 Rainfall (mm)        9       99       19       26       83       82       28      132       22       61      105       95  


 Statistics of monthly data for previous record  (Jan 1964 to Dec 1996)

 Mean      Avg.     7.084    6.336    4.704    3.044    2.194    1.490    0.955    0.729    0.900    1.990    3.789    6.146
 flows:    Low      1.493    1.545    1.077    1.055    0.518    0.327    0.185    0.153    0.235    0.263    0.314    0.984
           (year)    1976     1976     1993     1976     1990     1976     1976     1976     1990     1990     1964     1964
           High    12.700   13.750   10.260    6.354    8.850    5.220    6.271    3.778    4.697    6.329   10.750   15.990
           (year)    1995     1977     1981     1966     1983     1971     1968     1985     1974     1967     1992     1965

 Runoff:   Avg.      63       51       42       26       19       13        8        6        8       18       32       54  
           Low       13       13       10        9        5        3        2        1        2        2        3        9  
           High     112      110       91       54       78       45       55       33       40       56       92      141  

 Rainfall: Avg.      82       60       66       50       67       61       56       61       73       74       78       89  
           Low       12        6       17        5        7        6       10        3       23        6       33       19  
           High     152      145      151      107      159      144      127      139      172      169      173      176  


 
 Summary statistics                                                           Factors affecting runoff
                                                                    1997
                                   For 1997       For record        As % of   $ Flow influenced by groundwater abstraction
                                                  preceding 1997    pre-1997    and/or recharge.
 Mean flow                        2.125           3.268                  65
 Lowest yearly mean                               1.344        1973
 Highest yearly mean                              4.235        1986
 Lowest monthly mean              0.435    Jul    0.153    Aug 1976
 Highest monthly mean             7.338    Dec   15.990    Dec 1965
 Lowest daily mean                0.311 29 Jul    0.112  2 Sep 1976
 Highest daily mean              15.430 26 Dec   61.350 11 Jul 1968

 10% exceedance                   6.094           7.967                  76
 50% exceedance                   0.913           1.803                  51
 95% exceedance                   0.376           0.330                 114
 Annual total (million cu m)      67.01          103.10                  65
 Annual runoff (mm)               221             340                    65
 Annual rainfall (mm)             761             817                    93
         {1961-90 rainfall average (mm)           804} 


 Station and catchment description

 
  Compound Crump profile weir - low flow crest between two flanking sections. Situated 90m d/s of Great Somerford road
  bridge. Full range station. All except extreme flows (e.g. Jul 1968) contained. Flows augmented by gw scheme in
  catchment.
  Geology: mainly Oolitic L'st with lb tributaries draining off clays. Land use: predominantly rural.


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