027035    Aire at Kildwick Bridge                                                                                  1998


           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        15.540    2.838   11.290    4.073    2.544    1.047    2.562    8.733    7.955    5.939   13.290    5.707
          2        15.420    2.632   24.010    8.409    2.240    4.175    2.200    5.398    4.451    3.308   17.860    4.927
          3        37.380    2.453   41.710   15.980    2.039    4.292    1.926   13.720    2.749    2.284   19.860    4.536
          4        27.140    2.606   37.130   22.020    1.923    2.283    1.748    8.494    2.193    1.965   12.640    4.212
          5        21.820    2.360   24.010   18.710    2.616    1.752    1.678    5.245    1.959    1.947   22.890    3.638

          6        14.940    2.723   48.010   40.200    4.495    4.080    1.578    5.157    1.785    1.900   13.380    3.153
          7        15.430    4.249   48.290   18.670    4.355    5.749    1.535    6.599    1.675    1.715   11.560    3.162
          8        51.770    3.581   31.450   16.690    6.941   12.300    1.490    4.904    1.738    1.569   27.330   13.140
          9        45.450    3.706   16.610   16.090    3.866   12.650    1.496    3.770   10.150    2.201   22.660    7.468
         10        29.260    8.791   18.300    9.280    3.091    9.357    1.454    3.128   11.080    2.502   12.780    6.037

         11        15.670    9.561   15.750    6.816    3.077   12.160    1.385    2.678    5.894    2.992    9.558    5.657
         12        10.450    7.007   12.940    5.503    2.643    5.921    2.300    2.427    7.382    4.776   21.030   13.810
         13        13.300    5.177   10.570    4.650    2.268    5.453    4.163    2.147    4.549   12.370   15.990   21.550
         14        11.940    4.246    7.752    4.489    2.039    6.977    2.883    2.418    3.285   18.300   10.150   17.630
         15        12.620    3.706    6.281    4.514    1.794    6.452    2.221    2.343    2.712    6.467    7.796   10.630

         16        14.520    3.275    5.311    3.763    1.604    4.493    1.932    1.973    2.330   41.410    6.342    7.638
         17        11.150    2.973    4.674    3.212    1.473    3.883    4.870    2.497    2.069   36.090    5.427    6.320
         18        31.360    2.981    4.024    2.841    1.384    8.645    3.228    2.147    1.943   17.250    5.495    7.549
         19        17.370    2.717    3.540    2.769    1.318    6.450    3.200    1.822    1.824   15.130    4.926    8.487
         20        10.160    2.557    3.298    3.013    1.238    4.233    6.962    2.111    1.686   15.800    4.336    5.913

         21         8.315    2.592    2.984    2.863    1.164    3.316   14.120    4.771    1.618   28.970    4.019    4.783
         22         8.889    2.379    2.716    7.291    1.113    2.795    8.916    2.501    1.560   27.570    5.187    4.761
         23         7.308    2.222    2.575    7.794    1.113    2.623    8.293    2.635    1.477   35.740    5.521    5.863
         24         6.128    2.154    2.873    5.236    1.080    2.466    4.854    3.072    1.413   46.160    8.424    8.229
         25         5.244    2.030    6.322    4.256    1.046    2.402    3.333    2.989    1.397   40.480    6.956   21.140

         26         4.409    2.025   12.800    5.435    1.042    4.596    2.765    4.314    1.378   30.900   18.460   17.370
         27         3.912    2.309    6.531    4.816    1.057    9.426    2.554    2.618    1.357   61.920   10.360   11.680
         28         3.465    3.009    4.646    4.103    1.620    4.692    2.378    2.112    1.320   64.780   12.830   13.460
         29         3.349             6.594    3.554    1.819    3.669    5.489    1.844    1.325   49.430    8.263   10.450
         30         3.155             9.172    2.973    1.247    3.021   27.890    1.701    3.611   37.890    6.592    8.953
         31         3.026             5.113             1.121            14.210    1.682            22.730             6.728
 


 Average           15.480    3.531   14.110    8.667    2.141    5.379    4.697    3.805    3.195   20.730   11.730    8.857
 Lowest             3.026    2.025    2.575    2.769    1.042    1.047    1.385    1.682    1.320    1.569    4.019    3.153
 Highest           51.770    9.561   48.290   40.200    6.941   12.650   27.890   13.720   11.080   64.780   27.330   21.550

 Monthly total
  (million cu m)    41.46     8.54    37.78    22.47     5.73    13.94    12.58    10.19     8.28    55.51    30.41    23.72


 Runoff   (mm)      147       30      134       80       20       49       45       36       29      197      108       84  
 Rainfall (mm)      146       55      143      115       50      139      115       74       62      228      109       95  


 Statistics of monthly data for previous record  (Dec 1968 to Dec 1997----incomplete or missing months total  0.1 years)

 Mean      Avg.    11.060    9.103    7.639    4.703    2.791    2.024    1.684    2.849    3.477    6.221    9.839   11.200
 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   17.570   17.020   24.080
           (year)    1990     1995     1981     1986     1983     1982     1973     1985     1974     1981     1991     1993

 Runoff:   Avg.     105       79       72       43       26       19       16       27       32       59       90      106  
           Low       21       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.     122       86      100       68       68       73       74       91      100      108      122      127  
           Low       10       12       19        3       10       23       17       14       23       37       47       42  
           High     222      211      233      135      142      155      179      171      250      213      195      249  


 
 Summary statistics                                                           Factors affecting runoff
                                                                    1998
                                   For 1998       For record        As % of   $ Reservoir(s) in catchment.
                                                  preceding 1998    pre-1998
 Mean flow                        8.581           6.038                 142
 Lowest yearly mean                               3.655        1971
 Highest yearly mean                              8.060        1981
 Lowest monthly mean              2.141    May    0.289    Aug 1976
 Highest monthly mean            20.730    Oct   24.080    Dec 1993
 Lowest daily mean                1.042 26 May    0.180 23 Aug 1976
 Highest daily mean              64.780 28 Oct   79.900 27 Oct 1980

 10% exceedance                  20.110          15.310                 131
 50% exceedance                   4.595           2.863                 160
 95% exceedance                   1.396           0.556                 251
 Annual total (million cu m)     270.60          190.60                 142
 Annual runoff (mm)               959             675                   142
 Annual rainfall (mm)            1331            1139                   117
         {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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