203028    Agivey at Whitehill                                                                                      1999


           Measuring authority: RA            Grid reference:  24 (IC) 882 193     Catchment area (sq km):    100.5
           First year: 1972                   Level stn. (m OD):   17.00                            Max alt. (m OD):  461



 Daily mean gauged discharges (cubic metres per second)


 
        DAY         JAN      FEB      MAR      APR      MAY      JUN      JUL      AUG      SEP      OCT      NOV      DEC

          1        11.080    1.774    4.956    1.204    0.848    0.701    0.691    0.361    0.492    5.453    1.911    3.804
          2        14.490    1.574    3.129    2.104    0.792    0.682    0.793    0.427    0.431    9.633    1.366   17.610
          3         8.576    1.434    3.719    1.302    0.760    0.737    3.163    2.172    0.407    7.977    1.066   12.000
          4         4.835    1.500    2.431    1.102    0.736    1.499    1.963    1.119    0.427    3.878    6.634    7.376
          5         5.103    4.070    1.960    1.416    0.713    1.145    1.093    0.784    0.445    2.285   11.590    6.356

          6         2.961    4.953    2.244    3.327    0.695    0.863    0.920    0.911    3.065    1.671    3.435    6.839
          7         2.858    2.873    1.767    1.810    0.686    0.699    1.008    5.312    1.449    1.457    2.570    6.265
          8         2.271    2.456    1.431    1.350    0.693    0.592    0.856    1.634    8.171    1.623    2.426   22.080
          9         3.316    1.888    1.300    1.148    0.711    0.548    0.651    0.869    1.679    1.553    1.751   11.240
         10         2.133    1.865    1.217    1.071    1.454    0.527    0.582    0.651    1.002    1.564    1.434    9.291

         11         1.687    2.212    1.117    3.378   11.090    0.511    0.557    0.556   23.870    1.316    1.230    9.858
         12         5.937    3.020    1.054    4.281    7.855    0.507    0.532    0.537    8.006    1.174    1.067   17.610
         13        12.850    1.773    1.114    5.842    2.775    1.028    0.546    0.616    3.156    1.096    0.964    4.782
         14         7.780    1.562    1.048    7.302    1.535    0.979    0.521    1.443    1.478    1.023    0.889    2.889
         15         7.213    1.427    0.945    3.557    1.120    0.675    0.497    1.582    6.851    0.953    0.932    3.514

         16         2.882    1.946    0.892    2.016    0.942    0.583    0.504    1.219   18.410    0.886    3.604    7.493
         17         2.567    3.272    0.851    1.550    0.843    0.565    0.511    1.397    2.570    0.822    4.554    6.554
         18         9.261    5.946    0.852    1.336    0.782    0.528    0.525    2.066   11.110    0.760    2.688    2.544
         19         3.185    3.337    0.873    1.100    0.715    0.835    1.691    0.992   20.140    0.699    1.587    2.004
         20         2.682    2.184    0.933    8.038    0.652    1.578    2.285    0.684   26.820    0.654    1.262   12.190

         21         1.957    4.546    3.886   11.010    0.635    1.346    2.262    0.555   20.420    0.649    1.170   13.160
         22         1.730    3.760    3.184    2.904    0.645    3.629    1.762    0.503    3.588    0.808    1.303   27.110
         23         2.946    8.757    3.323    2.753    0.775    2.171    0.855    0.463    5.765    0.951    1.244    8.016
         24        15.440    3.470    1.884    1.825    0.796    1.067    0.622    0.435    4.951    0.896    1.718   29.210
         25         6.572    2.239    1.386    2.078    0.653    0.756    0.552    0.509    2.634    1.119    1.340    5.537

         26         5.512    1.869    4.589    1.811    0.627    1.084    0.509    0.782    2.000    1.025    6.259    3.583
         27        11.890    4.819    1.909    1.294    0.608    1.817    0.456    0.660    1.571    0.813    6.227    5.370
         28         5.266   10.590    3.786    1.067    4.687    1.499    0.409    0.516    1.734    0.737   32.300    4.777
         29         3.402             2.330    0.965    2.152    0.987    0.394    0.745    2.196    0.711    4.757    9.290
         30         2.526             1.440    0.910    1.131    0.778    0.385    0.631    2.403    1.362    2.996   10.390
         31         2.019             1.292             0.843             0.375    0.552             1.833             3.530
 


 Average            5.578    3.254    2.027    2.695    1.611    1.031    0.918    1.022    6.241    1.851    3.742    9.428
 Lowest             1.687    1.427    0.851    0.910    0.608    0.507    0.375    0.361    0.407    0.649    0.889    2.004
 Highest           15.440   10.590    4.956   11.010   11.090    3.629    3.163    5.312   26.820    9.633   32.300   29.210

 Monthly total
  (million cu m)    14.94     7.87     5.43     6.99     4.32     2.67     2.46     2.74    16.18     4.96     9.70    25.25


 Runoff   (mm)      149       78       54       70       43       27       24       27      161       49       97      251  
 Rainfall (mm)      174      117       71      106       80       88       76       89      219       66      134      286  


 Statistics of monthly data for previous record  (Dec 1972 to Dec 1998)

 Mean      Avg.     5.153    3.843    3.384    2.212    1.596    1.096    1.067    1.545    2.011    3.701    3.867    4.445
 flows:    Low      1.065    0.923    1.384    0.920    0.394    0.436    0.308    0.161    0.388    1.039    0.948    2.217
           (year)    1997     1986     1973     1984     1984     1984     1984     1995     1991     1994     1983     1995
           High     7.902    8.932    5.800    5.163    3.925    2.575    3.672    5.002    7.061    6.749    6.737    7.115
           (year)    1974     1990     1989     1989     1981     1990     1998     1985     1985     1990     1982     1986

 Runoff:   Avg.     137       93       90       57       43       28       28       41       52       99      100      118  
           Low       28       22       37       24       11       11        8        4       10       28       24       59  
           High     211      215      155      133      105       66       98      133      182      180      174      190  

 Rainfall: Avg.     141       98      110       76       74       74       81       92       95      137      123      129  
           Low       34        5       36       22       14       37       26       15       15       51       33       58  
           High     221      217      191      149      179      150      161      218      213      233      196      251  


 
 Summary statistics                                                           Factors affecting runoff
                                                                    1999
                                   For 1999       For record        As % of
                                                  preceding 1999    pre-1999  $ Natural to within 10% at 95 percentile flow.
 Mean flow                        3.282           2.825                 116
 Lowest yearly mean                               2.187        1997
 Highest yearly mean                              3.793        1990
 Lowest monthly mean              0.918    Jul    0.161    Aug 1995
 Highest monthly mean             9.428    Dec    8.932    Feb 1990
 Lowest daily mean                0.361  1 Aug    0.110 24 Jul 1989
 Highest daily mean              32.300 28 Nov   71.260 21 Oct 1987

 10% exceedance                   7.939           6.558                 121
 50% exceedance                   1.582           1.538                 103
 95% exceedance                   0.509           0.360                 141
 Annual total (million cu m)     103.50           89.15                 116
 Annual runoff (mm)              1030             887                   116
 Annual rainfall (mm)            1506            1230                   122
         {1961-90 rainfall average (mm)          1270} 


 Station and catchment description

 
  Velocity-area station with cableway.  Flows from 1975 onwards reprocessed in 2002.
  Geology: mainly basalt overlain by till with some peat. Significant proportion of upland, predominantly grassland with
  significant bog and some shrub heath and coniferous woodland. No urban areas or major industry.


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