067008    Alyn at Pont-y-Capel                                                                                     1998


           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         9.054    2.370    1.190    1.364    2.519    1.088    0.968    0.724    0.730    4.988    6.786    2.463
          2         7.936    2.334    1.209    3.688    2.287    3.307    0.927    0.714    0.607    3.408    7.381    2.307
          3        11.020    2.217    9.987    5.139    2.077    1.677    0.891    0.930    0.592    2.705    6.944    2.288
          4        17.770    2.061   13.840    3.887    1.989    1.179    0.875    0.719    0.592    2.274    6.639    2.253
          5        14.050    1.931    8.437    3.256    2.058    1.109    0.873    0.631    0.592    1.938    5.766    2.353

          6        10.450    1.952   15.870    2.873    1.929    1.316    0.879    0.597    0.533    1.626    4.954    2.069
          7        12.880    1.939    9.719    2.545    1.777    1.267    0.820    0.588    0.556    1.411    4.473    2.035
          8        13.740    1.819    7.366    5.990    1.631    1.285    0.799    0.577    0.577    1.184    4.865    2.300
          9         9.769    1.715    5.710    6.671    1.512    1.299    0.818    0.572    2.087    1.177    4.416    2.029
         10         7.678    1.594    5.096    6.711    1.560    1.771    0.793    0.572    1.284    1.266    3.525    2.237

         11         6.405    1.489    5.770    9.848    1.521    3.487    0.852    0.552    1.440    1.161    3.204    2.162
         12         6.111    1.392    4.923    8.454    1.412    1.764    0.862    0.536   10.410    0.985    3.455    3.680
         13         8.974    1.318    4.518    7.465    1.307    2.572    0.846    0.543    9.290    0.941    3.948    3.702
         14        10.210    1.299    3.859    7.744    1.257    2.975    0.840    0.574    5.164    1.036    5.116    3.308
         15         7.143    1.273    3.479   11.250    1.212    2.108    0.764    0.554    3.600    0.909    3.843    3.392

         16         6.544    1.208    3.174   14.300    1.154    1.841    0.742    0.522    2.684    2.021    3.331    2.964
         17         5.943    1.159    2.909   14.760    1.107    1.939    0.821    0.518    2.104    2.695    3.059    2.759
         18        11.240    1.155    2.617   11.390    1.082    2.884    0.746    0.512    1.703    2.377    2.826    3.535
         19         9.361    1.131    2.401   10.100    1.063    1.985    0.793    0.510    1.438    2.131    2.587    6.131
         20         6.744    1.137    2.244    8.601    1.038    1.636    0.949    0.512    1.221    3.175    2.365    4.883

         21         6.507    1.194    2.095    7.735    1.025    1.381    0.878    0.568    1.069    2.869    2.183    3.838
         22         5.594    1.178    1.973    7.237    1.002    1.172    0.762    0.546    0.962    6.998    2.409    3.498
         23         4.798    1.106    1.868    6.377    1.016    1.143    0.777    1.647    0.893    9.353    2.438    3.285
         24         4.225    1.073    2.060    5.243    1.014    1.201    0.726    1.212    0.861   12.400    2.709    3.049
         25         3.769    1.056    2.579    4.614    1.000    1.046    0.689    0.875    0.850   10.640    2.267    3.080

         26         3.476    1.055    2.041    4.604    1.085    1.038    0.774    0.912    0.869    7.174    3.507    3.258
         27         3.224    1.177    1.755    4.136    1.009    1.653    0.767    0.728    0.846    9.455    2.792    3.104
         28         2.994    1.303    1.590    3.528    1.000    1.286    0.709    0.653    0.808    8.182    2.869    3.644
         29         2.800             1.604    3.100    0.959    1.059    0.649    0.625    0.815    7.476    3.377    3.125
         30         2.644             1.503    2.774    0.922    1.023    0.791    0.602    7.357    8.882    2.748    2.919
         31         2.492             1.355             0.929             0.705    0.613             6.852             2.689
 


 Average            7.598    1.487    4.346    6.513    1.369    1.683    0.809    0.675    2.084    4.184    3.893    3.043
 Lowest             2.492    1.055    1.190    1.364    0.922    1.023    0.649    0.510    0.533    0.909    2.183    2.029
 Highest           17.770    2.370   15.870   14.760    2.519    3.487    0.968    1.647   10.410   12.400    7.381    6.131

 Monthly total
  (million cu m)    20.35     3.60    11.64    16.88     3.67     4.36     2.17     1.81     5.40    11.21    10.09     8.15


 Runoff   (mm)       90       16       51       74       16       19       10        8       24       49       44       36  
 Rainfall (mm)      129       26      104      133       22      128       54       61      125      142       76       72  


 Statistics of monthly data for previous record  (Jun 1965 to Dec 1997)

 Mean      Avg.     4.185    3.730    3.076    2.405    1.656    1.190    0.832    0.823    0.947    1.759    2.933    4.240
 flows:    Low      1.016    1.233    0.766    0.840    0.676    0.438    0.331    0.286    0.391    0.452    0.614    1.245
           (year)    1997     1992     1993     1997     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.      49       40       36       27       20       14       10       10       11       21       33       50  
           Low       12       14        9       10        8        5        4        3        4        5        7       15  
           High      94       97       95       74       67       33       25       29       45       81       70      112  

 Rainfall: Avg.      83       66       71       60       70       65       58       70       80       85      102       98  
           Low        7        5       16        4       18       14       15        7        9       16       48       25  
           High     154      158      131      138      164      153      134      172      276      172      198      186  


 
 Summary statistics                                                           Factors affecting runoff
                                                                    1998
                                   For 1998       For record        As % of   $ Reservoir(s) in catchment.
                                                  preceding 1998    pre-1998  $ Flow reduced by industrial and/or
 Mean flow                        3.150           2.309                 136     agricultural abstractions.
 Lowest yearly mean                               1.266        1975           $ Augmentation from effluent returns.
 Highest yearly mean                              3.027        1969
 Lowest monthly mean              0.675    Aug    0.286    Aug 1976
 Highest monthly mean             7.598    Jan    9.481    Dec 1966
 Lowest daily mean                0.510 19 Aug    0.241 24 Aug 1976
 Highest daily mean              17.770  4 Jan   32.010 26 Sep 1976

 10% exceedance                   7.642           5.436                 141
 50% exceedance                   2.037           1.269                 161
 95% exceedance                   0.587           0.464                 127
 Annual total (million cu m)      99.34           72.86                 136
 Annual runoff (mm)               437             321                   136
 Annual rainfall (mm)            1072             908                   118
         {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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