203028    Agivey at Whitehill                                                                                      1997


           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         0.673    0.628    3.054    0.885    0.757    0.503    1.211    2.186    5.431    0.529    0.622    2.236
          2         0.726    0.680    3.463    0.845    0.634    0.478    5.070    1.056    3.501    0.468    0.815    4.579
          3         0.765    0.875    2.179    0.926    0.593    0.447    1.513    0.733    8.243    0.428    0.986    2.201
          4         0.736    2.462    1.700    0.886    0.815    0.429    0.914    0.554    2.112    0.417    1.022    1.685
          5         0.678    1.380    1.500    1.400    3.885    0.443    0.692    0.474    1.294    0.487    1.222    1.901

          6         0.670    1.150    1.332    1.524    4.756    0.912    0.583    0.427    2.049    0.808    1.035    2.041
          7         0.666    0.934    5.993    1.177   18.510    1.674    0.526    0.394    2.199    0.739    0.837    1.832
          8         0.683    0.801    2.815    0.910    5.976    0.931    0.522    0.371    1.157    0.560    0.744    3.643
          9         0.617    0.790    1.780    0.775    2.826    0.631    0.479    0.378    0.858    4.518    0.684    7.865
         10         1.252    2.560    1.449    0.698   13.810    0.553    0.428    0.390    0.712    3.908    1.444    8.163

         11         2.699    4.828    1.271    0.658    3.948    1.179    0.408    0.356    0.651    1.649    1.366    8.564
         12         1.496    4.537    1.154    0.633    2.962    1.032    0.413    0.337    0.835    1.112    1.124    3.326
         13         1.140    3.115    1.095    0.611    1.981    1.172    0.607    0.371    1.005    1.378    0.886    2.170
         14         0.964    1.869    1.154    0.603    1.387    0.758    0.558    0.369    0.817    5.841    0.814    1.749
         15         0.845    1.560    1.199    0.595    1.081    0.566    0.539    0.361    0.733    4.349    0.827    1.487

         16         0.784    4.374    1.183    0.572    0.895    0.487    0.522    0.359    1.829    4.775    2.190    1.328
         17         1.662    8.210    1.219    0.546    0.952    0.453    0.492    0.369    1.246    9.630   23.370    1.232
         18         3.796    7.293    1.654    0.533    3.815    0.488    0.452    0.345    0.781    3.930    9.517    4.239
         19         1.900   21.130    2.057    0.526    1.960    1.326    0.420    0.325    0.617    1.987    9.935    2.086
         20         1.313    9.528    1.430    0.510    5.848    2.207    0.386    0.324    0.556    1.386    7.580    1.528

         21         1.082    4.644    1.120    0.496    2.603    2.779    0.364    0.332    0.531    1.087    3.745    1.311
         22         0.959    2.593    1.751    0.491    1.708    1.179    0.380    0.310    0.493    0.940    3.105    3.554
         23         0.845    4.406    2.824    0.498    1.157    0.777    0.517    0.297    0.463    0.817    6.503    3.628
         24         0.879    4.211    2.327    0.586    0.921    3.639    0.682    0.293    0.443    0.763   10.750   12.080
         25         0.852    4.543    1.678    1.124    0.798    7.304    0.691    0.293    0.426    0.722   10.290   15.510

         26         0.823    5.524    1.357    0.953    0.738    2.689    0.944    0.319    0.424    0.676   14.060    7.299
         27         0.787    9.358    2.986    1.774    0.695    1.101    0.676    0.358    0.423    0.637    4.336    7.170
         28         0.721    4.034    2.665    5.280    0.647    0.780    0.708    0.358    0.426    0.599    2.704    6.134
         29         0.686             1.573    1.684    0.603    0.643    2.066    0.400    0.418    0.580    4.988    5.141
         30         0.665             1.213    1.027    0.558    0.553    1.672    0.342    0.470    0.589    2.545    9.982
         31         0.637             1.008             0.528             5.881   17.670             0.591             5.265
 


 Average            1.065    4.215    1.909    0.991    2.850    1.270    1.010    1.015    1.371    1.835    4.335    4.546
 Lowest             0.617    0.628    1.008    0.491    0.528    0.429    0.364    0.293    0.418    0.417    0.622    1.232
 Highest            3.796   21.130    5.993    5.280   18.510    7.304    5.881   17.670    8.243    9.630   23.370   15.510

 Monthly total
  (million cu m)     2.85    10.20     5.11     2.57     7.63     3.29     2.71     2.72     3.56     4.92    11.24    12.18


 Runoff   (mm)       28      101       51       26       76       33       27       27       35       49      112      121  
 Rainfall (mm)       34      155       65       49      126       93       95       84       61       91      135      157  


 Statistics of monthly data for previous record  (Dec 1972 to Dec 1996)

 Mean      Avg.     5.357    3.931    3.460    2.266    1.552    1.065    0.961    1.542    2.017    3.690    3.766    4.445
 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       92       58       41       27       26       41       52       98       97      118  
           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.     146       97      113       76       73       71       78       92       97      135      121      128  
           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
                                                                    1997
                                   For 1997       For record        As % of
                                                  preceding 1997    pre-1997  $ Natural to within 10% at 95 percentile flow.
 Mean flow                        2.187           2.836                  77
 Lowest yearly mean                               2.192        1975
 Highest yearly mean                              3.793        1990
 Lowest monthly mean              0.991    Apr    0.161    Aug 1995
 Highest monthly mean             4.546    Dec    8.932    Feb 1990
 Lowest daily mean                0.293 24 Aug    0.110 24 Jul 1989
 Highest daily mean              23.370 17 Nov   71.260 21 Oct 1987

 10% exceedance                   5.275           6.603                  80
 50% exceedance                   1.011           1.552                  65
 95% exceedance                   0.367           0.357                 103
 Annual total (million cu m)      68.97           89.50                  77
 Annual runoff (mm)               686             891                    77
 Annual rainfall (mm)            1145            1227                    93
         {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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