027035    Aire at Kildwick Bridge                                                                                  2001


           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        16.880    4.866    3.649    3.055    3.724    1.410    1.084    0.558    0.873   17.840    4.013   13.260
          2        31.670    8.807    3.360    2.998    3.169    1.306    1.058    0.550    0.844    9.332    3.422    9.022
          3        18.090   21.460    3.057    5.090    2.832    1.201    0.991    0.617    0.838   10.590    3.108    8.270
          4        14.900   15.600    2.756   22.520    2.608    1.164    0.901    0.614    0.771   13.940    3.070   14.860
          5         9.421   29.320    2.587   21.940    2.393    1.114    0.866    0.606    0.811   12.940    3.024   27.420

          6         9.180   45.610    4.918   28.760    2.181    2.538    0.857    0.818    0.790   14.790    3.618   13.690
          7        14.350   43.840   17.740   33.010    2.033    2.814    0.820    3.251    0.765   21.050    6.279   14.810
          8        12.140   21.070    8.237   14.490    1.928    1.801    1.003    3.503    0.772   50.370    6.459   10.320
          9         8.304   11.870    7.164   11.480    1.842    1.590    0.873    1.690    0.720   33.710    4.148    7.564
         10         6.631   25.830    6.931   10.360    1.736    1.542    1.021    1.193    0.690   22.850    3.582    6.144

         11         5.486   62.470    6.458    7.132    1.649    1.362    2.089    1.380    0.681   13.440    3.477    5.162
         12         4.857   45.930    8.212    5.792    1.578    1.282    2.299   10.460    1.103    8.708    5.144    4.591
         13         4.300   23.710    5.801    4.731    1.566    1.247    1.266   10.730    6.467    6.447    4.059    4.089
         14         3.905   21.540    4.524    4.372    2.357    1.894    1.014    4.484    3.581    5.381    3.291    3.643
         15         3.657   14.130    3.845    4.265    2.586    9.451    0.969    3.086    2.581    5.928    2.938    3.352

         16         3.359    8.680    3.358    3.600    2.172    4.598    0.911    3.850    1.856    5.052    2.676    3.180
         17         3.069    6.610    3.020    3.543    2.213    2.542    0.859    2.806    1.521    4.207    2.534    2.963
         18         2.823    5.547    2.804    3.463    2.004    1.923    0.840    2.433    1.276   11.290    2.405    2.878
         19         2.647    4.994    2.543    2.982    1.696    1.728    0.795    7.974    1.163    6.946    2.244    2.788
         20         2.595    4.606    2.339    2.694    1.554    1.562    0.773    5.319    1.050    7.940    2.180    2.540

         21         2.622    4.386    2.508    2.508    1.490    1.416    0.813    3.028    0.958   15.400   15.040    3.936
         22         5.444    4.092    5.961    3.092    1.423    1.359    0.819    2.252    0.914   23.350    9.657    3.455
         23        18.220    3.743    8.951    4.782    1.361    1.303    0.732    1.870    0.895   22.900    5.718    3.664
         24        18.690    3.455    5.233    4.009    1.284    1.258    0.705    1.822    1.491   16.120    4.977    8.000
         25         8.700    3.239    3.994    5.630    1.254    1.245    0.703    1.691    1.976   11.030    7.883    6.220

         26         8.388    3.913    3.394    5.247    1.291    1.179    0.686    1.430    2.033   11.870    5.840    4.263
         27        10.790    4.578    3.496    4.159    1.410    1.189    0.629    1.264   34.190    9.512   12.350    9.566
         28         7.069    4.233    4.057    4.680    1.967    1.144    0.607    1.124   25.780    7.077   11.200   11.380
         29         5.610             3.271    7.163    1.549    1.158    0.580    1.050   10.000    5.746   25.730    6.656
         30         5.282             2.829    4.988    1.529    1.150    0.568    1.000    9.851    5.156   19.650    4.784
         31         4.767             3.268             1.381             0.558    0.951             5.141             3.993
 


 Average            8.834   16.360    4.847    8.084    1.928    1.882    0.925    2.690    3.908   13.420    6.324    7.305
 Lowest             2.595    3.239    2.339    2.508    1.254    1.114    0.558    0.550    0.681    4.207    2.180    2.540
 Highest           31.670   62.470   17.740   33.010    3.724    9.451    2.299   10.730   34.190   50.370   25.730   27.420

 Monthly total
  (million cu m)    23.66    39.58    12.98    20.96     5.16     4.88     2.48     7.21    10.13    35.95    16.39    19.57


 Runoff   (mm)       84      140       46       74       18       17        9       26       36      127       58       69  
 Rainfall (mm)       74      136       50      110       41       66       42      113      118      159       82       66  


 Statistics of monthly data for previous record  (Dec 1968 to Dec 2000----incomplete or missing months total  0.1 years)

 Mean      Avg.    11.400    8.915    8.028    4.914    2.878    2.424    1.774    2.784    3.646    7.252   10.330   11.630
 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    9.430    5.927   10.910   10.360   21.380   28.720   26.480
           (year)    1990     1995     1981     1986     1983     2000     1973     1985     1974     2000     2000     1999

 Runoff:   Avg.     108       77       76       45       27       22       17       26       33       69       95      110  
           Low       21       26       12        8        6        6        4        3        5        7       13       14  
           High     175      168      214      101       74       87       56      103       95      203      264      251  

 Rainfall: Avg.     124       86      101       72       69       77       74       90      102      117      123      129  
           Low       10       12       19        3       10       23       17       14       23       37       47       42  
           High     222      211      233      135      142      155      179      171      250      279      217      249  


 
 Summary statistics                                                           Factors affecting runoff
                                                                    2001
                                   For 2001       For record        As % of   $ Reservoir(s) in catchment.
                                                  preceding 2001    pre-2001
 Mean flow                        6.308           6.322                 100
 Lowest yearly mean                               3.655        1971
 Highest yearly mean                             10.790        2000
 Lowest monthly mean              0.925    Jul    0.289    Aug 1976
 Highest monthly mean            16.360    Feb   28.720    Nov 2000
 Lowest daily mean                0.550  2 Aug    0.180 23 Aug 1976
 Highest daily mean              62.470 11 Feb  107.300 31 Oct 2000

 10% exceedance                  15.030          15.920                  94
 50% exceedance                   3.443           3.015                 114
 95% exceedance                   0.764           0.576                 133
 Annual total (million cu m)     198.90          199.50                 100
 Annual runoff (mm)               705             707                   100
 Annual rainfall (mm)            1057            1164                    91
         {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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