203028    Agivey at Whitehill                                                                                      1996


           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        16.170    0.928    1.167    0.566   10.300    1.335    0.542    0.495    0.573    0.627    2.207    3.438
          2         4.772    0.869    1.091    0.537    2.851    1.060    0.524    0.678    0.543    0.545    1.929    3.701
          3         5.024    0.790    1.012    0.547    1.645    1.170    0.660    0.460    0.526    1.863    2.615   10.570
          4        16.440    1.256    0.901    0.503    1.229    0.920    0.563    0.365    0.501    3.680    8.951    4.860
          5         8.862    5.205    0.832    0.508    1.438    0.777    0.736    8.549    0.475    2.248    9.996    8.536

          6         5.523    3.356    0.798    0.507    1.343    0.648    0.513   15.680    0.460    1.030   10.370    2.994
          7         9.444    2.038    0.810    0.491    1.045    0.560    0.578    1.994    0.436    0.953    4.109   13.410
          8        13.310    7.569    0.797    0.493    0.884    0.513    0.463    1.220    0.414    0.884    4.074    8.695
          9         5.627   18.630    0.808    0.461    0.804    0.718    0.412    0.878    0.397    0.751    3.965    3.039
         10         2.961    7.814    0.824    0.595    0.742    1.499    0.373    1.764    0.410    0.691    2.405    2.179

         11         3.722   10.730    0.840    0.570    0.710    1.172    0.511    0.846    0.454    0.694    1.861    1.741
         12         6.246    6.200   11.300    3.409    0.689    0.920    0.671    0.594    0.510    6.756    1.626    1.565
         13         5.134    2.618    4.230    1.784    0.651    0.631    0.465    0.550    0.488    8.837    1.796    1.426
         14         8.726    1.879    2.181    4.652    0.588    0.535    0.408    0.499    0.441    3.070    2.164    1.317
         15         3.617    1.721    2.268    1.701    0.554    0.484    0.346    0.452    0.429    1.639    1.733    1.370

         16         2.477    1.977    3.302    4.908    1.258    0.447    0.319    0.415    0.398    3.101    1.573    1.360
         17         2.091    7.326    2.532    5.055    1.022    0.409    0.294    0.394    0.371    1.804    1.928    1.191
         18         2.959    9.078    3.713    5.682    0.736    0.387    0.266    0.375    0.364    2.239    1.578    1.905
         19        10.870    2.984    1.931    4.013    3.113    0.392    0.261    0.395    0.365    1.545    1.465    1.678
         20         6.316    1.938    1.432    3.423    3.924    0.382    0.230    8.153    0.374    1.549    1.337    1.215

         21         2.696    2.194    1.420   13.290    1.441    0.371    0.329    4.228    0.369    1.340    1.313    0.995
         22         2.074    2.655    1.374    4.792    4.952    0.346    1.198   14.480    0.363    1.191    1.848    0.859
         23         1.750    2.089    1.125    2.423    1.733    0.348    1.034    4.061    0.363    1.848    2.383    0.842
         24         1.520    2.174    1.067    3.959    1.297    0.348    0.669    2.723    0.414   11.910    8.153    0.800
         25         1.322    2.438    1.039    2.740    1.016    0.356    0.452    3.577    0.511   18.730    9.505    0.743

         26         1.148    2.051    0.771    1.935    1.250    0.361    0.436    2.833    0.474    8.823    4.669    0.832
         27         1.138    1.652    0.674    1.507    1.259    0.399    0.415    1.474    0.481    7.519    9.002    0.987
         28         1.168    1.363    0.658    1.260    1.749    0.488    0.891    1.037    0.717   14.500   10.280    0.770
         29         1.148    1.229    0.675    1.237    1.312    0.394    1.169    0.831    1.284    4.475    6.479    0.706
         30         1.060             0.639    7.269    5.312    0.391    0.638    0.717    0.896    2.501    3.565    0.674
         31         0.998             0.618             2.128             0.522    0.623             2.954             0.667
 


 Average            5.042    3.888    1.704    2.694    1.902    0.625    0.545    2.624    0.493    3.881    4.163    2.744
 Lowest             0.998    0.790    0.618    0.461    0.554    0.346    0.230    0.365    0.363    0.545    1.313    0.667
 Highest           16.440   18.630   11.300   13.290   10.300    1.499    1.198   15.680    1.284   18.730   10.370   13.410

 Monthly total
  (million cu m)    13.51     9.74     4.56     6.98     5.10     1.62     1.46     7.03     1.28    10.39    10.79     7.35


 Runoff   (mm)      134       97       45       69       51       16       15       70       13      103      107       73  
 Rainfall (mm)      121      110       48      123       84       48       79      129       41      176      140       74  


 Statistics of monthly data for previous record  (Dec 1972 to Dec 1995)

 Mean      Avg.     5.371    3.933    3.537    2.248    1.536    1.084    0.979    1.495    2.084    3.681    3.749    4.516
 flows:    Low      2.544    0.923    1.384    0.920    0.394    0.436    0.308    0.161    0.388    1.039    0.948    2.217
           (year)    1992     1986     1973     1984     1984     1984     1984     1995     1991     1994     1983     1995
           High     7.902    8.932    5.800    5.163    3.925    2.575    2.162    5.002    7.061    6.749    6.737    7.115
           (year)    1974     1990     1989     1989     1981     1990     1990     1985     1985     1990     1982     1986

 Runoff:   Avg.     143       96       94       58       41       28       26       40       54       98       97      120  
           Low       68       22       37       24       11       11        8        4       10       28       24       59  
           High     211      215      155      133      105       66       58      133      182      180      174      190  

 Rainfall: Avg.     147       96      116       75       72       72       78       90       99      134      120      130  
           Low       63        5       36       22       14       37       26       15       15       51       33       58  
           High     221      217      191      149      179      150      144      218      213      233      196      251  


 
 Summary statistics                                                           Factors affecting runoff
                                                                    1996
                                   For 1996       For record        As % of
                                                  preceding 1996    pre-1996  $ Natural to within 10% at 95 percentile flow.
 Mean flow                        2.524           2.849                  89
 Lowest yearly mean                               2.192        1975
 Highest yearly mean                              3.793        1990
 Lowest monthly mean              0.493    Sep    0.161    Aug 1995
 Highest monthly mean             5.042    Jan    8.932    Feb 1990
 Lowest daily mean                0.230 20 Jul    0.110 24 Jul 1989
 Highest daily mean              18.730 25 Oct   71.260 21 Oct 1987

 10% exceedance                   7.346           6.586                 112
 50% exceedance                   1.236           1.565                  79
 95% exceedance                   0.370           0.354                 104
 Annual total (million cu m)      79.81           89.91                  89
 Annual runoff (mm)               794             895                    89
 Annual rainfall (mm)            1173            1229                    95
         {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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