027035    Aire at Kildwick Bridge                                                                                  1997


           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         2.937    1.537   19.170    3.313    1.819    1.186    1.585    1.139    2.268    1.454    1.093    4.831
          2         2.691    1.552   32.000    2.997    1.547    1.107    1.522    1.169    1.409    1.198    1.074    3.898
          3         2.403    2.647   14.260    2.794    1.457    1.068    1.593    0.975    2.618    0.986    1.035    3.333
          4         2.218   30.130   10.020    2.604    2.445    1.030    2.921    0.884    2.944    0.909    1.059    2.982
          5         2.096   10.160    8.942    2.630   40.330    1.006    1.653    0.777    2.581    0.877    1.281    2.859

          6         2.136    6.906    8.086    2.498   15.800    1.072    1.260    0.734    1.935    1.305    1.301   11.810
          7         2.082   12.290    6.598    2.360   11.980    1.080    1.126    0.702    2.041    2.786    1.248    7.432
          8         1.964    6.879    5.433    2.170   19.990    1.140    1.028    0.675    1.510    3.527    2.016    9.751
          9         1.868    7.516    4.853    1.985   10.070    1.228    1.245    0.621    1.224   10.770    2.836   17.970
         10         1.798   20.250    4.425    1.793    9.001    1.105    1.027    0.604    1.073   12.520    5.788   39.060

         11         1.890   13.910    3.853    1.689    9.423    2.362    0.945    0.610    1.071    8.320    9.892   25.300
         12         4.181   39.350    3.417    1.620    6.858    2.589    0.948    0.583    2.798    4.482    7.584   12.770
         13         3.290   22.870    3.213    1.579    8.402    1.751    1.373    0.603    2.100    3.522    4.912    8.670
         14         2.899   12.980    3.833    1.529    6.900    1.493    1.199    0.632    1.908    3.332    4.086    6.646
         15         2.575    8.606    4.452    1.314    4.781    1.589    1.136    0.642    3.931    6.340    3.757    5.378

         16         2.362    8.207    6.898    1.270    3.979    1.378    1.110    0.625    8.759   13.260    5.370    4.557
         17         2.259   29.160    6.184    1.248    3.600    1.155    1.199    0.625    6.283    7.137    5.859    4.081
         18         2.135   30.910    9.297    1.212    3.291    1.074    1.039    0.619    3.102    4.447    9.010   10.400
         19         2.013   36.690    8.390    1.178    3.327    1.129    0.918    0.613    2.161    3.386    8.151    8.541
         20         1.848   38.700    5.653    1.146    4.554    1.313    0.856    0.599    1.691    2.686   22.840    5.892

         21         1.720   35.950    4.504    1.191    3.887    1.961    0.817    0.728    1.420    2.260   16.140    4.831
         22         1.874   18.840    4.335    1.139    2.846    1.680    0.793    0.711    1.249    2.002    8.326    4.366
         23         1.870   20.820    9.376    1.070    2.432    1.412    0.796    0.859    1.150    1.765    6.027   11.360
         24         1.871   20.930    7.773    1.372    2.141    1.228    1.137    0.897    1.074    1.463    5.646   28.500
         25         2.052   26.980    6.300    3.018    1.962    4.102    0.875    0.765    1.030    1.329    4.873   37.940

         26         1.877   30.160    6.762    2.098    1.866    5.498    1.423    0.717    0.945    1.275    4.660   31.550
         27         1.803   23.610    7.143    1.974    1.742    2.553    1.197    0.807    0.928    1.224    5.672   14.940
         28         1.641   25.080    7.135    4.945    1.607    1.949    0.916    0.855    0.920    1.148    8.830   16.220
         29         1.577             5.113    3.835    1.483    1.644    0.907    1.058    0.900    1.077    9.355   11.510
         30         1.592             4.198    2.349    1.329    1.605    1.029    0.889    0.997    1.101    6.330   11.320
         31         1.543             3.661             1.254             0.982    2.728             1.091            13.900
 


 Average            2.163   19.420    7.590    2.064    6.197    1.683    1.179    0.821    2.134    3.515    5.868   12.340
 Lowest             1.543    1.537    3.213    1.070    1.254    1.006    0.793    0.583    0.900    0.877    1.035    2.859
 Highest            4.181   39.350   32.000    4.945   40.330    5.498    2.921    2.728    8.759   13.260   22.840   39.060

 Monthly total
  (million cu m)     5.79    46.97    20.33     5.35    16.60     4.36     3.16     2.20     5.53     9.42    15.21    33.06


 Runoff   (mm)       21      166       72       19       59       15       11        8       20       33       54      117  
 Rainfall (mm)       10      211       70       39       98       88       74       52       71       73       96      144  


 Statistics of monthly data for previous record  (Dec 1968 to Dec 1996----incomplete or missing months total  0.1 years)

 Mean      Avg.    11.390    8.735    7.640    4.798    2.670    2.036    1.702    2.921    3.525    6.318    9.981   11.160
 flows:    Low      2.825    3.062    1.259    0.923    0.611    0.604    0.427    0.289    0.522    0.754    1.391    1.423
           (year)    1996     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.     108       76       72       44       25       19       16       28       32       60       92      106  
           Low       27       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.     126       82      101       69       67       72       74       92      101      109      123      126  
           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
                                                                    1997
                                   For 1997       For record        As % of   $ Reservoir(s) in catchment.
                                                  preceding 1997    pre-1997
 Mean flow                        5.326           6.064                  88
 Lowest yearly mean                               3.655        1971
 Highest yearly mean                              8.060        1981
 Lowest monthly mean              0.821    Aug    0.289    Aug 1976
 Highest monthly mean            19.420    Feb   24.080    Dec 1993
 Lowest daily mean                0.583 12 Aug    0.180 23 Aug 1976
 Highest daily mean              40.330  5 May   79.900 27 Oct 1980

 10% exceedance                  12.700          15.370                  83
 50% exceedance                   2.182           2.891                  75
 95% exceedance                   0.757           0.551                 137
 Annual total (million cu m)     168.00          191.40                  88
 Annual runoff (mm)               595             678                    88
 Annual rainfall (mm)            1026            1142                    90
         {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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