055013    Arrow at Titley Mill                                                                                     2000


           Measuring authority: EA            Grid reference:     32    (SO) 328 585     Catchment area (sq km):    126.4
           First year: 1966                   Level stn. (m OD):  129.00                            Max alt. (m OD):  542



 Daily mean gauged discharges (cubic metres per second)


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

          1         4.716    1.781    6.709    1.271    4.439    1.282    0.767    0.466    0.368    2.338    8.711    7.629
          2         4.289    1.784    6.623    2.926    3.817    1.268    0.735    0.491    0.344    2.187    9.261    6.453
          3         4.119    1.684    7.313    5.623    3.398    1.798    0.764    0.657    0.331    1.886    7.332    5.940
          4         3.875    1.683    5.262    3.774    3.075    1.661    0.731    0.498    0.327    1.722    6.323   11.210
          5         3.675    1.668    4.464    3.172    2.797    1.550    0.797    0.453    0.336    1.729   17.770   17.550

          6         3.352    1.719    3.882    2.791    2.554    1.463    0.985    0.434    0.332    1.573   16.430   12.470
          7         3.200    1.826    3.488    2.565    2.360    1.382    0.832    0.448    0.323    1.733   10.940   21.790
          8         2.971    2.053    3.317    2.391    2.172    1.370    0.717    0.466    0.335    1.571    7.512   17.180
          9         2.683    1.902    2.875    2.209    2.026    1.592    0.728    0.438    0.319    3.892    5.867   13.420
         10         2.558    2.733    2.590    2.057    1.901    1.291    0.971    0.427    0.309    5.738    6.246   17.410

         11         2.457    2.443    2.340    2.428    1.779    1.205    0.900    0.411    0.304    5.824    9.239   24.210
         12         3.168    3.258    2.157    2.921    1.704    1.152    0.779    0.400    0.296    4.351    7.609   22.790
         13         3.097    2.707    2.012    2.416    1.616    1.094    0.752    0.430    0.306    3.437    6.150   17.390
         14         2.768    2.757    1.873    2.190    1.519    1.170    0.719    0.427    0.355    3.000    5.370   13.050
         15         2.571    2.814    1.732    2.123    1.442    1.109    0.679    0.417    0.421    2.663    4.811    9.545

         16         2.475    2.810    1.654    2.517    1.437    1.009    0.654    0.409    0.345    2.405    4.518    7.677
         17         2.388    2.775    1.582    5.830    1.501    0.948    0.633    0.391    0.331    2.160    4.779    6.321
         18         2.271    2.758    1.508    6.679    1.418    0.901    0.610    0.445    0.495    2.146    4.408    5.371
         19         2.153    2.527    1.452    6.613    1.316    0.875    0.595    0.397    0.445    1.911    4.739    6.026
         20         2.049    2.305    1.417    6.295    1.340    0.872    0.585    0.370    0.478    2.027    4.736    4.886

         21         1.945    2.249    1.399    9.854    1.261    0.868    0.563    0.370    0.484    1.943    9.633    4.419
         22         1.898    2.074    1.367    9.496    1.174    0.999    0.547    0.373    0.560    1.823   13.540    4.124
         23         1.774    1.932    1.640    7.721    1.187    0.871    0.565    0.353    0.440    2.137    8.502    3.874
         24         1.695    2.073    1.426    7.516    1.118    0.808    0.575    0.333    0.522    2.102    6.628    5.325
         25         1.616    1.882    1.449    7.284    1.084    0.786    0.556    0.422    1.553    2.341    7.739    4.810

         26         1.536    1.742    1.578    7.601    1.481    0.739    0.528    0.457    2.529    2.214    7.812    4.279
         27         1.495    5.332    1.418    6.145    1.562    0.713    0.516    0.390    5.042    2.563    8.161    3.894
         28         1.552    6.944    1.316    6.535    1.404    0.748    0.508    0.370    4.713    6.241    8.720    3.564
         29         1.677   10.200    1.282    6.539    1.181    0.725    0.486    0.351    3.285   18.290    7.358    3.194
         30         1.792             1.255    5.156    1.118    0.732    0.478    0.337    2.526   23.590    6.615    2.876
         31         1.595             1.248             1.161             0.486    0.354            11.990             4.667
 


 Average            2.562    2.773    2.569    4.755    1.850    1.099    0.669    0.419    0.959    4.178    7.915    9.463
 Lowest             1.495    1.668    1.248    1.271    1.084    0.713    0.478    0.333    0.296    1.571    4.408    2.876
 Highest            4.716   10.200    7.313    9.854    4.439    1.798    0.985    0.657    5.042   23.590   17.770   24.210

 Monthly total
  (million cu m)     6.86     6.95     6.88    12.32     4.95     2.85     1.79     1.12     2.48    11.19    20.52    25.34


 Runoff   (mm)       54       55       54       98       39       23       14        9       20       89      162      201  
 Rainfall (mm)       43      118       46      180       68       51       52       54      103      173      187      255  


 Statistics of monthly data for previous record  (Oct 1966 to Dec 1999)

 Mean      Avg.     4.900    3.923    3.333    2.262    1.582    1.069    0.655    0.588    0.887    2.049    3.072    4.392
 flows:    Low      0.565    1.064    0.666    0.600    0.355    0.257    0.210    0.112    0.135    0.204    0.662    1.369
           (year)    1997     1998     1993     1997     1990     1990     1976     1995     1990     1995     1978     1988
           High     9.004    8.767    8.940    5.028    5.001    2.559    3.842    2.220    3.409    8.651    6.625    8.477
           (year)    1982     1990     1981     1987     1983     1972     1968     1992     1999     1998     1986     1989

 Runoff:   Avg.     104       76       71       46       34       22       14       12       18       43       63       93  
           Low       12       20       14       12        8        5        4        2        3        4       14       29  
           High     191      168      189      103      106       52       81       47       70      183      136      180  

 Rainfall: Avg.     115       84       83       64       71       67       55       75       91      101      100      113  
           Low       10        8       17        7       13       11       13        7       14       16       34       36  
           High     206      206      203      160      173      173      134      215      226      251      187      213  


 
 Summary statistics                                                           Factors affecting runoff
                                                                    2000
                                   For 2000       For record        As % of
                                                  preceding 2000    pre-2000  $ Natural to within 10% at 95 percentile flow.
 Mean flow                        3.266           2.387                 137
 Lowest yearly mean                               1.309        1973
 Highest yearly mean                              3.418        1982
 Lowest monthly mean              0.419    Aug    0.112    Aug 1995
 Highest monthly mean             9.463    Dec    9.004    Jan 1982
 Lowest daily mean                0.296 12 Sep    0.090 28 Sep 1990
 Highest daily mean              24.210 11 Dec   44.080 27 Oct 1998

 10% exceedance                   7.528           5.539                 136
 50% exceedance                   1.901           1.437                 132
 95% exceedance                   0.360           0.262                 137
 Annual total (million cu m)     103.30           75.32                 137
 Annual runoff (mm)               817             596                   137
 Annual rainfall (mm)            1330            1019                   131
         {1961-90 rainfall average (mm)           962} 


 Station and catchment description

 
  Velocity-area station. Low flow control is a stable riffle; otherwise a three-bay road bridge 50m d/s is the control.
  Gets out of bank but not bypassed. Intake pipes silted up during summer of 1994, treat data with caution. 1995 summer
  flows suspect and under investigation by EA. Natural catchment.
  Headwaters of moderate relief, draining durable Silurian slates and shales; otherwise, catchment underlain by ORS marls.
  Station is in a transition zone between upland plateau supporting sheep grazing and the more productive lowlands.


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