027035    Aire at Kildwick Bridge                                                                                  2000


           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         7.289   17.760    7.953    2.080    4.037    2.767    1.193    1.363    4.460    8.778   99.800   13.670
          2         6.414   11.360   46.190    2.550    3.516    5.336    4.198    1.785    2.737    6.924   82.160    9.663
          3         8.803    8.721   42.990    2.951    3.136   43.010    1.878    2.049    1.812    5.886   69.040    8.369
          4         7.648   20.630   21.230    2.415    2.864   86.470    1.464    1.162    1.468    5.909   43.990   15.820
          5         6.843   12.380   11.560    2.130    2.498   36.580    1.318    0.954    1.378   11.160   43.070   11.220

          6         6.300    9.378   11.250    1.948    2.300   28.170    1.228    0.885    1.571    6.676   56.640    8.555
          7         6.453   11.230   23.860    1.813    2.107   17.610    1.138    0.874    2.330   24.930   38.150   12.060
          8         7.306   11.480   42.060    1.794    1.971   12.020    1.110    0.991    2.506   16.330   33.000   32.210
          9         5.774    8.537   21.420    1.738    1.886    7.055    1.804    0.930    1.822   35.580   18.760   20.500
         10         6.284   13.740   14.190    1.721    1.770    5.049    1.686    0.933    8.708   45.700   13.840   23.190

         11        20.060   11.310   11.820    2.332    1.653    3.984    1.321    0.886    4.750   40.810   15.130   30.170
         12        44.950   30.260    8.299    6.535    1.572    3.365    1.157    0.924    3.854   20.390   30.570   23.850
         13        28.120   14.660    6.920    9.095    1.514    3.016    1.096    0.988    2.713   12.420   31.560   36.050
         14        14.410   13.100    5.950    5.213    1.465    2.847    1.066    5.159    2.131    9.895   18.690   20.730
         15        10.360   14.760    4.897    3.650    1.409    2.466    0.985    2.429    2.226    8.302   13.210   12.340

         16         7.836   15.260    4.356    2.990    1.658    2.220    0.929    2.290    2.019    6.481   14.590    9.032
         17         6.740   13.480    3.932    3.092    2.652    2.075    0.890    2.213    2.444    5.922   14.030    7.619
         18         5.913   16.810    3.537    4.009    3.870    1.866    0.883    1.755   12.640    9.629   16.140    6.317
         19         5.274   10.990    3.261    9.859    4.423    1.709    0.864    1.463   20.500    5.999   15.710   12.450
         20         4.658    8.328    3.054   14.000    3.620    1.524    0.828    1.272   35.810    5.325   14.020   12.290

         21         4.229   10.850    3.020    8.383    5.409    1.671    0.785    1.407   15.660    4.548   10.920    7.830
         22         4.102    7.739    2.779   22.750    2.880    1.821    0.748    1.510   13.620    3.925   18.490    6.447
         23         3.546    6.670    4.127   11.030    2.764    1.485    0.735    1.165    7.722    8.027   14.650    5.999
         24         3.344    6.328    4.002    8.851    3.012    1.418    0.731    1.007   29.140   15.000   12.340   10.380
         25         3.100    5.627    3.205   17.020    6.715    1.360    0.727    1.025   22.700   28.020   17.180    7.055

         26         2.915    4.875    2.849   21.500   12.400    1.258    0.728    2.330   20.830   11.130   23.010    5.510
         27         2.844   18.450    2.687   12.910   14.290    1.199    0.785    1.803   28.680   11.560   18.440    4.485
         28        14.080   14.740    2.495    7.875    5.762    1.169    0.817    1.604   25.440   29.610   34.510    4.016
         29        42.410   11.340    2.327    5.937    3.902    1.198    0.838    1.789   14.310   45.280   17.810    3.596
         30        31.070             2.190    4.829    3.079    1.175    0.769    1.275   11.970  105.400   12.180    3.172
         31        25.450             2.126             2.643             2.371    1.398           107.300             4.245
 


 Average           11.440   12.440   10.660    6.767    3.638    9.430    1.196    1.536   10.270   21.380   28.720   12.540
 Lowest             2.844    4.875    2.126    1.721    1.409    1.169    0.727    0.874    1.378    3.925   10.920    3.172
 Highest           44.950   30.260   46.190   22.750   14.290   86.470    4.198    5.159   35.810  107.300   99.800   36.050

 Monthly total
  (million cu m)    30.63    31.17    28.56    17.54     9.74    24.44     3.20     4.11    26.61    57.27    74.44    33.60


 Runoff   (mm)      109      110      101       62       35       87       11       15       94      203      264      119  
 Rainfall (mm)      123      126      100      117       85      114       66       91      172      279      217      126  


 Statistics of monthly data for previous record  (Dec 1968 to Dec 1999----incomplete or missing months total  0.1 years)

 Mean      Avg.    11.390    8.801    7.943    4.855    2.854    2.198    1.793    2.824    3.432    6.796    9.732   11.600
 flows:    Low      2.163    3.062    1.259    0.923    0.611    0.604    0.427    0.289    0.522    0.754    1.391    1.423
           (year)    1997     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   20.730   17.020   26.480
           (year)    1990     1995     1981     1986     1983     1982     1973     1985     1974     1998     1991     1999

 Runoff:   Avg.     108       76       75       45       27       20       17       27       32       64       89      110  
           Low       21       26       12        8        6        6        4        3        5        7       13       14  
           High     175      168      214      101       74       57       56      103       95      197      156      251  

 Rainfall: Avg.     124       85      102       70       69       76       75       90       99      112      120      129  
           Low       10       12       19        3       10       23       17       14       23       37       47       42  
           High     222      211      233      135      142      155      179      171      250      228      195      249  


 
 Summary statistics                                                           Factors affecting runoff
                                                                    2000
                                   For 2000       For record        As % of   $ Reservoir(s) in catchment.
                                                  preceding 2000    pre-2000
 Mean flow                       10.790           6.178                 175
 Lowest yearly mean                               3.655        1971
 Highest yearly mean                              8.581        1998
 Lowest monthly mean              1.196    Jul    0.289    Aug 1976
 Highest monthly mean            28.720    Nov   26.480    Dec 1999
 Lowest daily mean                0.727 25 Jul    0.180 23 Aug 1976
 Highest daily mean             107.300 31 Oct   79.900 27 Oct 1980

 10% exceedance                  27.830          15.620                 178
 50% exceedance                   5.730           2.960                 194
 95% exceedance                   0.926           0.570                 163
 Annual total (million cu m)     341.20          195.00                 175
 Annual runoff (mm)              1209             691                   175
 Annual rainfall (mm)            1616            1151                   140
         {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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