067008    Alyn at Pont-y-Capel                                                                                     2001


           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         6.951    3.103    2.545    3.428    2.463    1.405    0.876    0.683    0.976    1.899    2.729    2.154
          2         8.710    3.391    2.428    3.578    2.279    1.527    0.845    0.809    0.828    1.260    2.387    1.959
          3         6.321    4.270    2.306    6.434    2.251    1.388    3.547    0.950    0.915    1.053    2.215    2.875
          4         5.806    9.655    2.183    9.729    2.045    1.325    2.220    0.857    0.919    1.010    2.102    4.134
          5         4.971    8.003    2.060    9.979    1.887    1.301    1.241    0.929    1.298    1.185    1.986    3.236

          6         4.429    7.928    2.700    9.260    1.781    1.295    1.162    1.437    1.343    1.405    1.974    3.014
          7         4.244   11.140    3.695    9.514    1.708    1.293    1.145    2.406    1.035    4.926    3.297    2.860
          8         4.675    7.411    2.745    9.211    1.617    1.377    1.034    1.405    1.294    4.862    4.236    2.529
          9         4.080    5.756    2.432    7.693    1.598    1.261    0.965    0.974    0.916    8.031    2.879    2.328
         10         3.765    5.222    2.283    7.003    1.680    1.221    0.985    0.857    0.816    4.666    2.539    2.180

         11         3.472    6.377    2.181    5.622    1.517    1.200    1.025    0.831    0.766    3.597    2.441    2.046
         12         3.241   11.160    2.142    4.913    1.450    1.116    0.907    0.912    1.050    2.834    4.018    1.942
         13         3.014    6.547    2.016    4.304    3.051    1.095    0.902    0.843    1.813    2.390    3.529    1.835
         14         2.851    5.450    1.935    5.964    8.084    1.167    0.853    0.788    1.464    2.188    3.027    1.703
         15         2.764    4.769    1.864    5.362    6.661    1.449    0.826    1.050    1.419    1.953    2.664    1.628

         16         2.616    4.250    2.024    4.075    3.801    1.211    0.809    1.103    1.577    1.724    2.456    1.579
         17         2.472    3.856    2.330    4.094    6.729    1.134    1.050    0.840    1.526    1.669    2.301    1.495
         18         2.381    3.537    2.353    3.781    3.950    1.047    2.476    1.045    1.235    1.980    2.166    1.471
         19         2.280    3.286    2.151    3.324    3.181    1.046    1.427    1.963    2.265    3.934    1.997    1.542
         20         2.197    3.081    2.083    3.028    2.767    1.023    1.029    1.509    2.021   16.210    1.871    1.701

         21         2.267    3.022    2.724    2.850    2.458    0.989    0.935    1.046    1.439    7.896    1.840    1.717
         22         3.906    3.159    8.796    7.600    2.196    0.976    0.882    0.866    1.180    5.536    1.758    1.561
         23         6.971    3.286    7.812    5.248    1.958    0.961    0.830    0.796    1.081    4.754    1.625    1.500
         24         4.758    2.944    5.761    5.313    1.772    0.949    0.811    0.816    1.666    3.779    1.520    1.891
         25         3.604    2.757    4.550    4.719    1.653    0.928    0.790    0.772    1.781    3.996    1.917    2.175

         26         4.072    2.861    3.901    3.870    1.620    0.928    0.769    0.734    1.351    5.298    1.758    1.971
         27         3.347    2.900    8.917    3.480    1.612    0.897    0.746    0.700    1.369    3.790    2.078    2.083
         28         3.088    2.770    7.515    3.335    1.458    0.923    0.728    0.689    1.240    3.067    2.105    1.931
         29         3.054             5.483    3.039    1.342    0.931    0.704    0.671    1.074    2.711    2.612    1.959
         30         3.292             4.338    2.741    1.456    0.887    0.697    0.892    1.895    2.935    2.193    2.043
         31         3.076             3.908             1.428             0.695    1.845             3.631             1.709
 


 Average            3.957    5.068    3.554    5.416    2.563    1.142    1.094    1.033    1.318    3.747    2.407    2.089
 Lowest             2.197    2.757    1.864    2.741    1.342    0.887    0.695    0.671    0.766    1.010    1.520    1.471
 Highest            8.710   11.160    8.917    9.979    8.084    1.527    3.547    2.406    2.265   16.210    4.236    4.134

 Monthly total
  (million cu m)    10.60    12.26     9.52    14.04     6.87     2.96     2.93     2.77     3.42    10.04     6.24     5.59


 Runoff   (mm)       47       54       42       62       30       13       13       12       15       44       27       25  
 Rainfall (mm)       59       86       71      125       70       32       81      116       98      133       55       59  


 Statistics of monthly data for previous record  (Jun 1965 to Dec 2000)

 Mean      Avg.     4.342    3.629    3.110    2.558    1.622    1.196    0.885    0.833    1.065    2.034    3.307    4.409
 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    6.513    5.657    2.873    3.008    2.456    3.906    6.896   13.800    9.481
           (year)    1995     1977     1979     1998     1969     1977     2000     1986     1976     1976     2000     1966

 Runoff:   Avg.      51       39       37       29       19       14       10       10       12       24       38       52  
           Low       12       14        9       10        8        5        4        3        4        5        7       15  
           High      94       97       95       74       67       33       35       29       45       81      158      112  

 Rainfall: Avg.      85       66       71       65       67       67       59       72       84       91      105      100  
           Low        7        5       16        4       18       14       15        7        9       16       48       25  
           High     154      158      131      138      164      153      146      172      276      172      242      186  


 
 Summary statistics                                                           Factors affecting runoff
                                                                    2001
                                   For 2001       For record        As % of   $ Reservoir(s) in catchment.
                                                  preceding 2001    pre-2001  $ Flow reduced by industrial and/or
 Mean flow                        2.766           2.411                 115     agricultural abstractions.
 Lowest yearly mean                               1.266        1975           $ Augmentation from effluent returns.
 Highest yearly mean                              4.016        2000
 Lowest monthly mean              1.033    Aug    0.286    Aug 1976
 Highest monthly mean             5.416    Apr   13.800    Nov 2000
 Lowest daily mean                0.671 29 Aug    0.241 24 Aug 1976
 Highest daily mean              16.210 20 Oct   49.040  6 Nov 2000

 10% exceedance                   5.550           5.669                  98
 50% exceedance                   2.092           1.340                 156
 95% exceedance                   0.807           0.469                 172
 Annual total (million cu m)      87.23           76.09                 115
 Annual runoff (mm)               384             335                   115
 Annual rainfall (mm)             985             932                   106
         {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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