027035    Aire at Kildwick Bridge                                                                                  1999


           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         5.692    6.583   27.240    2.514    2.338    1.713    2.431    1.095    0.855   38.530    5.151    4.210
          2         6.032    5.520   51.840    2.419    2.197    4.809    2.240    0.945    0.832   55.570   15.550   21.890
          3        13.070    4.989   56.100    2.233    2.061    6.705    2.754    0.872    0.778   37.510    8.961   57.740
          4        15.120    5.024   37.160    2.109    1.960    4.641    2.312    0.823    0.700   27.210    6.165   39.030
          5        23.540    4.958   20.130    2.050    1.890    5.739    8.793    0.829    0.679   12.900   12.050   31.550

          6        32.260    4.314   11.170    2.078    1.953    4.421    6.243    0.820    0.679    7.766   10.380   66.820
          7        25.620    3.723   10.640    1.914   17.040   11.720    3.112    0.861    1.092    5.965    6.294   63.450
          8        16.870    3.327    8.227    1.921   17.980   15.020    2.367    0.795    0.835    7.079    5.651   50.420
          9        10.090    2.867    7.885    1.909    9.173    6.830    1.946    0.918    0.720    6.895    4.665   53.780
         10         7.471    2.603    6.878    1.949   12.610    4.513    1.705    0.872    0.676    7.119    3.991   34.330

         11         5.983    2.531    5.628    4.406   10.540    3.709    1.541    0.794    0.694    5.855    3.560   53.000
         12         5.559    2.498    5.483    9.156   12.330    3.559    1.465    0.868    0.710    4.576    3.284   41.400
         13         9.010    2.540    4.467    9.340   15.640    3.359    1.442    1.375    0.661    3.720    3.016   29.530
         14        17.690    2.653    3.794    5.498   10.610    2.954    1.416    2.889    0.653    3.209    2.758   17.880
         15        48.440    2.582    3.492    6.068    6.420    2.493    1.331    2.499    0.641    2.813    2.746   12.520

         16        38.910    2.540    3.225   11.800    4.857    2.195    1.323    1.838    0.686    2.494    3.200   16.930
         17        22.900    4.402    3.012    6.565    4.008    2.029    1.201    1.732    0.641    2.210    2.732   35.780
         18        16.500   10.850    2.840    7.817    3.424    1.857    1.259    1.541    0.611    1.956    2.445   14.300
         19        21.830   14.110    2.589    7.180    3.078    1.979    1.317    1.320    1.023    1.794    2.259    9.239
         20        18.650    6.397    2.704   16.090    2.805    2.797    1.752    1.103    5.900    1.669    2.043    7.103

         21        11.470    7.797   10.090   11.140    2.722    2.003    2.522    0.981    3.025    1.843    1.988    8.245
         22         8.690    7.665    5.161   10.260    2.449    1.794    2.073    0.910    1.932    3.509    2.093   22.160
         23         7.987    5.434    5.563    7.524    2.357    1.686    1.603    0.919    3.897    6.194    1.981   17.100
         24        10.920    4.899    5.281    7.528    2.486    1.577    1.424    0.889    4.362    9.256    2.327   24.540
         25        22.970    5.124    6.651    5.248    2.135    1.495    1.280    1.007    3.580   11.970    2.726   20.070

         26        27.120    5.213    5.258    4.212    2.002    1.470    1.170    1.080    2.648    5.744    3.794   18.340
         27        20.900    4.343    3.878    3.478    1.945    2.117    1.112    0.952    7.692    4.263    5.653   14.390
         28        18.040   13.490    3.337    3.050    2.104   10.320    1.082    0.889    5.267    3.662    4.205    9.595
         29        11.470             3.359    2.776    2.048    3.797    1.004    0.862   10.030    3.172    3.743    7.419
         30         9.278             3.032    2.541    2.018    2.558    0.950    0.835    8.992    4.047    3.987    9.690
         31         7.623             2.736             1.813             0.907    0.838             4.970             8.576
 


 Average           16.700    5.321   10.610    5.426    5.387    4.062    2.035    1.127    2.383    9.531    4.647   26.480
 Lowest             5.559    2.498    2.589    1.909    1.813    1.470    0.907    0.794    0.611    1.669    1.981    4.210
 Highest           48.440   14.110   56.100   16.090   17.980   15.020    8.793    2.889   10.030   55.570   15.550   66.820

 Monthly total
  (million cu m)    44.73    12.87    28.41    14.06    14.43    10.53     5.45     3.02     6.18    25.53    12.04    70.94


 Runoff   (mm)      158       46      101       50       51       37       19       11       22       90       43      251  
 Rainfall (mm)      166       71       99       81      100      115       48       71      111      117       59      237  


 Statistics of monthly data for previous record  (Dec 1968 to Dec 1998----incomplete or missing months total  0.1 years)

 Mean      Avg.    11.210    8.917    7.854    4.835    2.770    2.136    1.785    2.881    3.467    6.705    9.902   11.120
 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   24.080
           (year)    1990     1995     1981     1986     1983     1982     1973     1985     1974     1998     1991     1993

 Runoff:   Avg.     106       77       75       44       26       20       17       27       32       64       91      106  
           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      228  

 Rainfall: Avg.     123       85      102       70       68       75       76       90       99      112      122      126  
           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
                                                                    1999
                                   For 1999       For record        As % of   $ Reservoir(s) in catchment.
                                                  preceding 1999    pre-1999
 Mean flow                        7.870           6.123                 129
 Lowest yearly mean                               3.655        1971
 Highest yearly mean                              8.581        1998
 Lowest monthly mean              1.127    Aug    0.289    Aug 1976
 Highest monthly mean            26.480    Dec   24.080    Dec 1993
 Lowest daily mean                0.611 18 Sep    0.180 23 Aug 1976
 Highest daily mean              66.820  6 Dec   79.900 27 Oct 1980

 10% exceedance                  18.340          15.490                 118
 50% exceedance                   3.734           2.928                 128
 95% exceedance                   0.825           0.562                 147
 Annual total (million cu m)     248.20          193.20                 128
 Annual runoff (mm)               879             684                   128
 Annual rainfall (mm)            1275            1148                   111
         {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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