067008    Alyn at Pont-y-Capel                                                                                     1996


           Measuring authority: EA            Grid reference:     33    (SJ) 336 541     Catchment area (sq km):    227.1
           First year: 1965                   Level stn. (m OD):   37.30                            Max alt. (m OD):  562



 Daily mean gauged discharges (cubic metres per second)


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

          1         1.787    1.017    2.051    1.860    2.999    0.827    0.686    0.460    0.461    0.398    1.012    7.389
          2         2.406    1.000    1.929    1.748    2.929    1.072    0.635    0.492    0.459    0.395    1.012    5.624
          3         2.730    0.975    1.832    1.600    2.165    1.009    0.666    0.468    0.463    0.501    0.760    7.103
          4         2.753    0.951    1.733    1.486    1.829    0.854    0.683    0.444    0.443    0.550    0.878    6.800
          5         3.287    0.974    1.621    1.413    1.633    0.792    0.650    0.435    0.457    0.511    0.956    5.230

          6         5.369    1.051    1.523    1.334    1.487    0.764    0.592    0.768    0.436    0.434    0.912    4.183
          7         7.564    1.013    1.450    1.260    1.347    0.795    0.580    0.732    0.436    0.426    1.200    3.542
          8         7.414    1.039    1.457    1.195    1.216    0.767    0.560    0.542    0.434    0.412    0.991    3.143
          9         5.805    3.662    1.446    1.152    1.121    0.726    0.573    0.492    0.432    0.412    0.820    2.811
         10         4.399   11.500    1.299    1.139    1.084    0.712    0.552    0.592    0.435    0.414    0.744    2.506

         11         4.517   10.400    2.695    1.143    1.067    0.795    0.548    0.536    0.440    0.407    0.679    2.272
         12         5.028   10.860    4.118    2.625    1.038    0.707    0.561    0.477    0.428    0.404    0.675    2.098
         13         4.743    6.722    2.625    2.572    0.992    0.677    0.543    0.448    0.416    0.402    0.626    1.929
         14         3.536    4.961    2.269    2.451    0.969    0.666    0.534    0.439    0.417    0.827    0.614    1.771
         15         3.014    4.184    2.539    2.009    0.957    0.645    0.523    0.431    0.410    0.736    0.620    1.634

         16         2.671    3.756    2.701    2.168    0.941    0.624    0.507    0.435    0.407    0.953    0.685    1.514
         17         2.426    4.032    2.294    2.148    0.930    0.608    0.501    0.430    0.393    0.716    1.530    1.435
         18         2.220    6.215    2.024    2.014    1.056    0.623    0.488    0.408    0.386    0.870    1.082    1.694
         19         2.063    4.291    1.824    1.719    1.679    0.615    0.486    0.411    0.399    0.652    1.586    5.393
         20         1.883    3.297    1.974    1.515    1.187    0.587    0.474    0.468    0.391    0.713    3.139    7.371

         21         1.735    3.038    4.639    1.711    1.026    0.582    0.469    0.437    0.399    0.574    2.853    4.686
         22         1.636    3.138    3.969    2.284    1.054    0.573    0.471    0.467    0.401    0.513    3.552    3.428
         23         1.585    3.007    3.658    5.229    1.516    0.565    0.460    0.865    0.399    0.482    3.617    2.982
         24         1.532    3.414    3.834    2.926    1.549    0.566    0.461    0.550    0.422    0.462    5.665    2.595
         25         1.353    3.469    3.147    2.313    1.098    0.568    0.453    0.579    0.431    0.621   13.350    2.276

         26         1.216    2.895    3.376    2.007    1.099    0.637    0.484    0.723    0.410    0.734   11.660    2.042
         27         1.198    2.545    2.954    1.798    1.128    0.764    0.464    0.964    0.403    0.593    7.573    2.156
         28         1.146    2.320    2.595    1.641    1.060    1.083    0.590    0.719    0.399    0.724    6.003    1.922
         29         1.105    2.172    2.329    1.578    0.995    0.704    0.554    0.578    0.505    0.674   11.160    1.748
         30         1.082             2.117    1.650    0.944    0.660    0.489    0.497    0.422    0.552    9.747    1.706
         31         1.050             1.990             0.843             0.465    0.470             1.096             1.560
 


 Average            2.911    3.721    2.452    1.923    1.321    0.719    0.539    0.540    0.424    0.586    3.190    3.308
 Lowest             1.050    0.951    1.299    1.139    0.843    0.565    0.453    0.408    0.386    0.395    0.614    1.435
 Highest            7.564   11.500    4.639    5.229    2.999    1.083    0.686    0.964    0.505    1.096   13.350    7.389

 Monthly total
  (million cu m)     7.80     9.32     6.57     4.98     3.54     1.86     1.44     1.45     1.10     1.57     8.27     8.86


 Runoff   (mm)       34       41       29       22       16        8        6        6        5        7       36       39  
 Rainfall (mm)       47       72       58       69       59       37       27       84       18      100      134       59  


 Statistics of monthly data for previous record  (Jun 1965 to Dec 1995)

 Mean      Avg.     4.334    3.769    3.143    2.473    1.657    1.156    0.828    0.836    0.976    1.832    2.951    4.269
 flows:    Low      1.327    1.233    0.766    1.024    0.676    0.438    0.331    0.286    0.391    0.452    0.614    1.245
           (year)    1989     1992     1993     1973     1990     1976     1976     1976     1991     1969     1975     1975
           High     7.967    9.085    8.027    6.474    5.657    2.873    2.098    2.456    3.906    6.896    6.168    9.481
           (year)    1995     1977     1979     1986     1969     1977     1973     1986     1976     1976     1984     1966

 Runoff:   Avg.      51       40       37       28       20       13       10       10       11       22       34       50  
           Low       16       14        9       12        8        5        4        3        4        5        7       15  
           High      94       97       95       74       67       33       25       29       45       81       70      112  

 Rainfall: Avg.      87       65       73       61       70       63       60       69       84       85      101       99  
           Low       22        5       16        4       18       14       15        7        9       16       48       25  
           High     154      158      131      138      164      132      134      172      276      172      198      186  


 
 Summary statistics                                                           Factors affecting runoff
                                                                    1996
                                   For 1996       For record        As % of   $ Reservoir(s) in catchment.
                                                  preceding 1996    pre-1996  $ Flow reduced by industrial and/or
 Mean flow                        1.795           2.346                  77     agricultural abstractions.
 Lowest yearly mean                               1.266        1975           $ Augmentation from effluent returns.
 Highest yearly mean                              3.027        1969
 Lowest monthly mean              0.424    Sep    0.286    Aug 1976
 Highest monthly mean             3.721    Feb    9.481    Dec 1966
 Lowest daily mean                0.386 18 Sep    0.241 24 Aug 1976
 Highest daily mean              13.350 25 Nov   32.010 26 Sep 1976

 10% exceedance                   3.963           5.543                  71
 50% exceedance                   1.045           1.307                  80
 95% exceedance                   0.411           0.466                  88
 Annual total (million cu m)      56.76           74.03                  77
 Annual runoff (mm)               250             326                    77
 Annual rainfall (mm)             764             917                    83
         {1961-90 rainfall average (mm)           916} 


 Station and catchment description

 
  The divide wall of this (two part) asymmetrical compound Crump weir was lowered in 1986 as debris regularly blocked the
  lower part. Current meter calibration took place before and after.
  Ill-defined catchment boundary to NE and SE. 25% Carboniferous Limestone. Major loss of water from upper 70 sq.km. in
  limestone and mine drainage tunnels. Extensive glacial deposits over Coal Measures.


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