027035    Aire at Kildwick Bridge                                                                                  1996


           Measuring authority: EA            Grid reference:     44    (SE) 013 457     Catchment area (sq km):    282.3
           First year: 1968                   Level stn. (m OD):   87.30                            Max alt. (m OD):  593



 Daily mean gauged discharges (cubic metres per second)


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

          1         1.203    1.089    3.276    1.381   10.260    1.554    1.746    0.873    1.859    2.575    6.215   12.870
          2         1.361    1.074    3.065    1.322    7.488    1.372    1.160    0.831    1.702    1.809    5.928   11.680
          3         1.244    1.066    2.829    1.221    4.381    1.232    3.062    0.779    1.555    2.043    6.489   34.870
          4         1.525    1.114    2.475    1.164    3.194    1.124    5.599    0.740    1.398    5.061   16.850   24.070
          5         2.874    1.093    2.206    1.148    2.620    1.044    2.823    0.714    1.249    3.813   32.760   14.750

          6         4.936    1.121    2.045    1.127    2.274    0.992    1.682    1.150    1.171    2.413   40.830   10.050
          7         6.713    1.082    1.943    1.083    1.980    1.178    1.479    0.925    1.093    1.957   22.580    7.736
          8         7.360    1.038    1.875    1.055    1.789    1.417    1.232    0.731    1.029    1.792   15.320    6.385
          9         5.758    4.168    1.974    1.063    1.582    1.268    1.108    0.691    1.009    1.678   15.440    5.505
         10         3.671   16.880    1.799    1.167    1.496    1.305    1.043    3.881    0.977    1.479   11.810    4.581

         11         3.101   19.060    2.126    1.071    1.452    1.707    1.022    1.636    0.973    1.345    9.408    4.263
         12         3.907   26.350    2.918    1.121    1.357    1.472    1.104    1.088    0.928    1.257   12.980    3.944
         13         7.622   13.880    2.308    1.048    1.173    1.239    1.074    0.900    0.859    1.182    8.137    3.546
         14         6.666    7.907    2.115    1.050    1.108    1.152    1.406    0.782    0.843    1.207    6.468    3.427
         15         4.042    6.191    2.078    1.043    1.064    0.937    1.145    0.709    0.830    1.547    5.577    3.472

         16         2.996    7.589    3.968    1.132    1.029    0.778    1.035    0.673    0.810    1.452    5.204    3.463
         17         2.495   11.670    5.748    1.475    1.003    0.769    0.972    0.650    0.778    1.354    7.200    3.172
         18         2.160   24.060    5.188    2.667    0.977    0.711    0.963    0.614    0.762    2.950    5.689    9.329
         19         1.987   10.390    4.389    2.556    1.104    0.679    0.907    0.590    0.760    3.372    8.516   34.930
         20         1.900    6.837    3.811    1.962    1.326    0.684    0.841    1.141    0.761    7.331   14.870   28.980

         21         1.704    5.527    3.974    1.652    1.062    0.671    0.701    1.191    0.745    6.665    8.232   13.060
         22         1.569    6.129    3.483    1.727    1.251    0.641    0.650    0.858    0.728    3.828   11.090    8.461
         23         1.473    7.504    3.279    9.257    1.542    0.625    0.680    1.686    0.724    2.881    9.136    6.748
         24         1.335   12.230    2.987    6.810    1.592    0.617    0.649    5.911    0.734    2.590   11.320    5.399
         25         1.086    9.161    2.716    6.383    1.287    0.656    0.612    6.877    0.774    2.686   26.220    4.517

         26         1.161    6.351    2.496    4.639    1.512    0.819    0.596   21.140    0.843   11.270   15.080    4.077
         27         1.125    4.996    2.058    3.661    3.179    0.698    0.601   15.660    0.846   10.930    9.214    3.877
         28         1.140    4.059    1.946    2.980    1.903    1.088    0.892    7.081    1.017    9.054    8.651    3.757
         29         1.207    3.542    1.723    3.003    2.323    0.830    1.576    4.680   10.590    7.003   25.550    3.547
         30         1.162             1.560    4.694    3.137    0.875    1.347    3.016    4.741    4.669   19.950    3.774
         31         1.105             1.464             2.141             1.045    2.243             6.343             3.274
 


 Average            2.825    7.695    2.768    2.389    2.245    1.004    1.315    2.917    1.436    3.727   13.420    9.404
 Lowest             1.086    1.038    1.464    1.043    0.977    0.617    0.596    0.590    0.724    1.182    5.204    3.172
 Highest            7.622   26.350    5.748    9.257   10.260    1.707    5.599   21.140   10.590   11.270   40.830   34.930

 Monthly total
  (million cu m)     7.57    19.28     7.41     6.19     6.01     2.60     3.52     7.81     3.72     9.98    34.79    25.19


 Runoff   (mm)       27       68       26       22       21        9       12       28       13       35      123       89  
 Rainfall (mm)       57       91       36       70       59       48       71      121       50       94      148       85  


 Statistics of monthly data for previous record  (Dec 1968 to Dec 1995----incomplete or missing months total  0.1 years)

 Mean      Avg.    11.720    8.773    7.821    4.887    2.685    2.075    1.717    2.922    3.602    6.414    9.853   11.220
 flows:    Low      4.463    3.062    1.259    0.923    0.611    0.604    0.427    0.289    0.522    0.754    1.391    1.423
           (year)    1973     1993     1993     1974     1974     1970     1984     1976     1995     1995     1995     1995
           High    18.450   19.660   22.520   10.970    7.757    6.209    5.927   10.910   10.360   17.570   17.020   24.080
           (year)    1990     1995     1981     1986     1983     1982     1973     1985     1974     1981     1991     1993

 Runoff:   Avg.     111       76       74       45       25       19       16       28       33       61       90      106  
           Low       42       26       12        8        6        6        4        3        5        7       13       14  
           High     175      168      214      101       74       57       56      103       95      167      156      228  

 Rainfall: Avg.     128       81      104       69       68       73       74       91      103      109      122      128  
           Low       45       12       19        3       10       23       17       14       23       37       47       42  
           High     222      191      233      135      142      155      179      171      250      213      195      249  


 
 Summary statistics                                                           Factors affecting runoff
                                                                    1996
                                   For 1996       For record        As % of   $ Reservoir(s) in catchment.
                                                  preceding 1996    pre-1996
 Mean flow                        4.240           6.132                  69
 Lowest yearly mean                               3.655        1971
 Highest yearly mean                              8.060        1981
 Lowest monthly mean              1.004    Jun    0.289    Aug 1976
 Highest monthly mean            13.420    Nov   24.080    Dec 1993
 Lowest daily mean                0.590 19 Aug    0.180 23 Aug 1976
 Highest daily mean              40.830  6 Nov   79.900 27 Oct 1980

 10% exceedance                  10.220          15.560                  66
 50% exceedance                   1.851           2.934                  63
 95% exceedance                   0.695           0.543                 128
 Annual total (million cu m)     134.10          193.50                  69
 Annual runoff (mm)               475             685                    69
 Annual rainfall (mm)             930            1150                    81
         {1961-90 rainfall average (mm)          1153} 


 Station and catchment description

 
  Velocity-area station rated by c/m cableway 150m d/s. The bridge sills provide the low flow control. Washland storage,
  minor reservoirs, and the Leeds-Liverpool Canal can influence the flow pattern but small overall impact; minor net
  export.
  Geology: mainly Carboniferous Limestone with some Millstone Grit series. Rural catchment draining part of the eastern
  Pennines.


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