055013    Arrow at Titley Mill                                                                                     1997


           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         0.714    0.443    4.843    0.705    0.580    0.935    1.941    0.376    0.437    0.261    0.595    5.270
          2         0.760    0.434    4.549    0.688    0.561    0.870    1.747    0.356    0.344    0.254    0.586    4.188
          3         0.723    0.436    3.756    0.673    0.568    0.849    1.618    0.391    0.429    0.253    0.580    3.421
          4         0.686    0.619    4.734    0.642    0.625    0.827    1.381    0.446    0.379    0.247    0.618    2.947
          5         0.648    0.518    4.005    0.625    0.915    0.822    1.207    0.555    0.311    0.239    0.750    2.640

          6         0.633    0.515    3.550    0.603    0.816    0.857    1.097    0.433    0.280    0.264    0.629    2.384
          7         0.589    0.651    3.212    0.579    0.740    0.753    1.032    0.422    0.265    0.400    1.188    2.402
          8         0.571    0.593    2.858    0.564    1.384    0.733    0.958    0.338    0.260    0.826    2.414    3.343
          9         0.592    0.663    2.906    0.552    1.369    0.676    0.903    0.308    0.248    1.339    3.042    3.451
         10         0.543    2.098    2.556    0.531    1.465    1.123    0.866    0.315    0.243    1.124    2.413    4.208

         11         0.545    2.218    2.287    0.506    1.881    1.540    0.825    0.313    0.257    3.743    2.032    3.894
         12         0.711    4.242    2.098    0.493    1.630    1.097    0.816    0.293    0.252    3.046    1.756    3.255
         13         0.660    4.405    1.934    0.488    1.573    0.974    0.820    0.276    0.238    2.199    1.581    2.929
         14         0.585    3.449    1.799    0.481    1.392    0.868    0.732    0.262    0.234    1.929    1.440    2.663
         15         0.540    2.710    1.649    0.472    1.295    0.834    0.688    0.252    0.234    1.747    1.350    2.390

         16         0.542    2.622    1.517    0.465    2.719    0.794    0.662    0.244    0.223    1.537    1.563    2.243
         17         0.539    5.876    1.441    0.458    3.135    0.736    0.633    0.242    0.228    1.372    1.530    2.678
         18         0.530    6.533    1.418    0.456    2.998    0.722    0.576    0.233    0.352    1.217    4.854    7.222
         19         0.598    7.219    1.284    0.448    3.102    0.806    0.542    0.224    0.609    1.134    5.493    4.188
         20         0.532    5.832    1.196    0.429    2.938    1.688    0.514    0.227    0.429    1.056    6.518    3.539

         21         0.514    5.310    1.116    0.432    2.884    1.347    0.498    0.231    0.334    0.972    4.977    3.076
         22         0.556    4.288    1.071    0.422    2.590    1.240    0.474    0.231    0.310    0.935    3.989    3.388
         23         0.532    5.736    1.053    0.421    2.273    1.086    0.460    0.243    0.296    0.858    4.164    3.620
         24         0.499   13.410    1.046    0.438    1.953    1.107    0.535    0.320    0.284    0.796    4.794    5.144
         25         0.478   11.470    0.963    1.072    1.737    2.385    0.459    0.242    0.275    0.763    4.178    5.651

         26         0.471   10.790    0.924    1.382    1.570    4.498    0.463    0.224    0.273    0.751    3.787    5.163
         27         0.461    7.481    0.878    0.914    1.420    3.591    0.416    0.322    0.271    0.724    3.748    4.650
         28         0.444    5.865    0.817    0.770    1.290    3.059    0.394    0.453    0.268    0.670   12.720    4.097
         29         0.444             0.776    0.672    1.187    2.540    0.380    0.434    0.268    0.646    9.655    3.750
         30         0.447             0.751    0.610    1.089    2.175    0.382    0.527    0.276    0.635    6.544    3.709
         31         0.433             0.727             1.013             0.380    0.761             0.610             3.367
 


 Average            0.565    4.158    2.055    0.600    1.635    1.384    0.787    0.338    0.304    1.050    3.316    3.705
 Lowest             0.433    0.434    0.727    0.421    0.561    0.676    0.380    0.224    0.223    0.239    0.580    2.243
 Highest            0.760   13.410    4.843    1.382    3.135    4.498    1.941    0.761    0.609    3.743   12.720    7.222

 Monthly total
  (million cu m)     1.51    10.06     5.50     1.55     4.38     3.59     2.11     0.91     0.79     2.81     8.60     9.93


 Runoff   (mm)       12       80       44       12       35       28       17        7        6       22       68       79  
 Rainfall (mm)       10      151       32       45      109      133       23      115       42       65      128       89  


 Statistics of monthly data for previous record  (Oct 1966 to Dec 1996)

 Mean      Avg.     4.872    4.065    3.377    2.232    1.597    1.048    0.655    0.607    0.834    1.815    3.021    4.352
 flows:    Low      1.528    1.369    0.666    0.633    0.355    0.257    0.210    0.112    0.135    0.204    0.662    1.369
           (year)    1989     1992     1993     1990     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    2.643    6.916    6.625    8.477
           (year)    1982     1990     1981     1987     1983     1972     1968     1992     1992     1967     1986     1989

 Runoff:   Avg.     103       78       72       46       34       21       14       13       17       38       62       92  
           Low       32       27       14       13        8        5        4        2        3        4       14       29  
           High     191      168      189      103      106       52       81       47       54      147      136      180  

 Rainfall: Avg.     115       84       84       61       71       62       57       74       88       96      100      112  
           Low       33        8       17        7       13       11       13        7       14       16       34       36  
           High     206      206      203      160      173      173      134      215      226      191      187      213  


 
 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                        1.640           2.367                  69
 Lowest yearly mean                               1.309        1973
 Highest yearly mean                              3.418        1982
 Lowest monthly mean              0.304    Sep    0.112    Aug 1995
 Highest monthly mean             4.158    Feb    9.004    Jan 1982
 Lowest daily mean                0.223 16 Sep    0.090 28 Sep 1990
 Highest daily mean              13.410 24 Feb   39.610 27 Dec 1979

 10% exceedance                   4.130           5.481                  75
 50% exceedance                   0.808           1.451                  56
 95% exceedance                   0.248           0.257                  96
 Annual total (million cu m)      51.72           74.70                  69
 Annual runoff (mm)               409             591                    69
 Annual rainfall (mm)             942            1004                    94
         {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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