067008    Alyn at Pont-y-Capel                                                                                     1997


           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         1.470    0.748    3.528    0.893    0.717    0.648    4.067    0.728    0.861    0.503    0.531    5.097
          2         1.410    0.755    3.358    0.878    0.683    0.629    3.276    0.665    0.672    0.474    0.585    4.014
          3         1.332    0.743    2.798    0.856    0.682    0.621    2.745    0.651    0.729    0.463    0.551    3.257
          4         1.249    0.784    2.921    0.839    0.730    0.619    2.304    0.625    0.657    0.463    0.580    2.824
          5         1.175    0.737    2.748    0.843    1.232    0.607    1.962    0.603    0.590    0.459    0.741    2.557

          6         1.126    0.755    2.552    0.836    1.527    0.635    1.727    0.583    0.580    0.572    0.687    2.319
          7         1.092    0.946    2.268    0.879    2.612    0.647    1.531    0.570    0.621    0.628    1.189    2.187
          8         1.064    0.802    2.031    0.824    6.645    0.591    1.346    0.555    0.602    0.760    2.843    2.282
          9         1.029    0.793    1.980    0.793    4.701    0.581    1.180    0.545    0.551    1.061    1.618    2.064
         10         0.987    1.016    1.859    0.778    4.732    0.786    1.083    0.814    0.536    0.654    1.570    2.581

         11         1.098    1.132    1.695    0.769    5.653    2.168    0.987    0.736    0.535    1.106    1.245    3.706
         12         1.432    1.740    1.571    0.753    3.861    2.903    0.959    0.590    0.566    1.103    0.999    3.020
         13         1.262    3.334    1.493    0.750    3.046    1.199    0.970    0.826    0.562    0.926    0.913    2.502
         14         1.104    1.974    1.504    0.716    2.494    1.118    0.980    0.629    0.523    0.902    0.837    2.252
         15         1.029    1.538    1.367    0.701    2.101    0.935    0.938    0.572    0.503    1.402    0.797    2.046

         16         1.001    1.834    1.237    0.686    2.008    0.806    1.017    0.543    0.503    1.053    1.069    1.910
         17         0.986    2.880    1.135    0.679    2.052    0.725    1.304    0.569    0.507    0.814    1.060    1.930
         18         0.941    3.603    1.308    0.682    1.663    0.704    0.911    0.532    0.507    0.707    2.368    6.182
         19         0.935    4.031    1.230    0.688    1.558    0.879    0.826    0.533    0.562    0.660    1.867    3.702
         20         0.863    3.994    1.100    0.677    1.620    1.101    0.790    0.899    0.516    0.607    1.870    2.901

         21         0.844    4.363    1.059    0.675    1.626    1.947    0.753    0.926    0.495    0.580    1.600    2.522
         22         0.902    3.390    1.076    0.663    1.279    1.910    0.730    0.708    0.489    0.574    1.299    2.595
         23         0.860    3.619    1.160    0.648    1.095    1.151    0.714    0.754    0.483    0.557    1.305    3.285
         24         0.841    5.865    1.421    0.694    0.967    1.068    0.784    0.660    0.480    0.548    1.667    3.958
         25         0.829    5.304    1.195    1.938    0.869    7.107    0.774    0.585    0.485    0.537    1.580    5.100

         26         0.810    6.922    1.086    1.339    0.823   16.200    0.804    0.549    0.479    0.538    1.441    8.185
         27         0.786    4.969    1.076    1.028    0.799   12.760    0.740    0.632    0.483    0.534    1.369    7.688
         28         0.765    4.025    1.033    1.031    0.758    9.473    0.673    0.780    0.476    0.514   12.200   12.650
         29         0.756             0.964    0.890    0.726    6.449    0.666    0.886    0.488    0.510    9.716   11.280
         30         0.760             0.931    0.773    0.698    4.776    0.637    0.930    0.532    0.558    6.810    8.735
         31         0.745             0.914             0.676             0.714    1.240             0.527             7.097
 


 Average            1.016    2.593    1.664    0.840    1.956    2.725    1.255    0.691    0.552    0.687    2.097    4.272
 Lowest             0.745    0.737    0.914    0.648    0.676    0.581    0.637    0.532    0.476    0.459    0.531    1.910
 Highest            1.470    6.922    3.528    1.938    6.645   16.200    4.067    1.240    0.861    1.402   12.200   12.650

 Monthly total
  (million cu m)     2.72     6.27     4.46     2.18     5.24     7.06     3.36     1.85     1.43     1.84     5.43    11.44


 Runoff   (mm)       12       28       20       10       23       31       15        8        6        8       24       50  
 Rainfall (mm)        7      101       35       41       92      153       42       85       23       65      112      106  


 Statistics of monthly data for previous record  (Jun 1965 to Dec 1996)

 Mean      Avg.     4.288    3.767    3.121    2.456    1.646    1.142    0.819    0.827    0.959    1.793    2.959    4.239
 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       19       13       10       10       11       21       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.      85       65       72       61       69       62       59       70       82       86      102       98  
           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
                                                                    1997
                                   For 1997       For record        As % of   $ Reservoir(s) in catchment.
                                                  preceding 1997    pre-1997  $ Flow reduced by industrial and/or
 Mean flow                        1.690           2.329                  73     agricultural abstractions.
 Lowest yearly mean                               1.266        1975           $ Augmentation from effluent returns.
 Highest yearly mean                              3.027        1969
 Lowest monthly mean              0.552    Sep    0.286    Aug 1976
 Highest monthly mean             4.272    Dec    9.481    Dec 1966
 Lowest daily mean                0.459  5 Oct    0.241 24 Aug 1976
 Highest daily mean              16.200 26 Jun   32.010 26 Sep 1976

 10% exceedance                   3.654           5.484                  67
 50% exceedance                   0.936           1.296                  72
 95% exceedance                   0.509           0.463                 110
 Annual total (million cu m)      53.30           73.50                  73
 Annual runoff (mm)               235             324                    73
 Annual rainfall (mm)             862             911                    95
         {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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