055013    Arrow at Titley Mill                                                                                     1998


           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         6.164    1.688    0.896    1.376    2.124    0.697    1.406    0.551    0.304    1.334   12.090    1.960
          2        14.730    1.598    1.164    2.406    1.955    3.593    1.297    0.507    0.290    1.149   11.510    1.927
          3        18.540    1.493    6.457    3.286    1.796    1.472    1.174    0.663    0.287    1.069    8.240    1.906
          4        16.440    1.412    6.374    8.187    1.713    1.126    1.100    0.564    0.378    1.019    6.382    1.814
          5        11.870    1.324    5.349    9.070    1.694    1.177    1.043    0.491    0.395    0.974    6.205    1.726

          6         9.867    1.452   11.040    6.908    1.601    1.253    1.043    0.480    0.303    1.154    5.131    1.589
          7         9.935    1.449    8.447    5.254    1.466    1.037    0.922    0.474    0.303    0.941    5.416    1.553
          8        18.780    1.275    6.078    4.687    1.364    1.144    0.869    0.457    0.391    0.865    8.583    1.647
          9        10.900    1.201    4.542   23.950    1.254    1.126    0.831    0.449    0.643    0.887    7.953    1.536
         10         7.782    1.133    4.101   13.870    1.197    1.280    0.795    0.438    0.519    0.855    6.206    1.640

         11         6.063    1.088    3.380    8.586    1.207    1.409    0.885    0.415    0.475    0.833    5.824    1.710
         12         5.229    1.042    2.945    6.050    1.116    1.217    0.857    0.415    0.759    0.763    5.521    2.813
         13         6.285    0.997    2.601    4.916    1.055    2.718    0.770    0.420    0.825    0.796    4.849    2.546
         14         5.447    0.962    2.283    4.277    0.997    2.000    0.696    0.445    0.682    0.805    4.488    2.541
         15         5.676    0.947    2.076    3.649    0.928    1.736    0.658    0.424    0.639    0.718    3.826    2.686

         16         5.083    0.911    1.942    3.177    0.868    1.526    0.627    0.391    0.570    2.440    3.441    2.551
         17         5.221    0.866    1.784    2.682    0.821    1.453    0.644    0.386    0.546    2.704    3.197    2.578
         18         8.894    0.862    1.624    2.367    0.781    1.452    0.588    0.362    0.554    2.204    2.954    3.665
         19         6.542    0.851    1.509    2.362    0.745    1.249    0.573    0.346    0.517    2.006    2.679    4.194
         20         5.385    0.864    1.425    2.140    0.716    1.434    0.937    0.345    0.477    2.137    2.407    3.627

         21         4.931    1.004    1.342    2.194    0.683    1.146    0.837    0.360    0.466    2.652    2.237    3.375
         22         4.199    0.829    1.281    2.400    0.664    1.038    0.659    0.330    0.458   24.090    2.317    3.339
         23         3.603    0.783    1.219    2.949    0.647    1.020    0.684    0.459    0.437   25.170    2.221    3.522
         24         3.172    0.748    1.172    2.559    0.630    1.046    0.560    0.375    0.446   33.390    2.640    3.227
         25         2.857    0.721    1.627    2.516    0.610    1.001    0.530    0.341    0.463   16.660    2.230    9.971

         26         2.615    0.729    1.495    2.824    0.913    1.453    0.561    0.335    0.707   11.010    2.096   12.240
         27         2.430    0.755    1.373    2.758    0.703    2.322    0.543    0.313    0.625   44.080    2.109    8.808
         28         2.221    0.818    1.235    2.650    0.631    1.803    0.517    0.300    0.529   35.840    2.473    7.381
         29         2.067             1.276    2.581    0.607    1.724    0.504    0.293    0.545   18.800    2.130    5.895
         30         1.931             1.366    2.328    0.560    1.591    0.643    0.289    1.912   13.150    2.035    5.005
         31         1.796             1.284             0.565             0.534    0.289            17.700             4.399
 


 Average            6.989    1.064    2.925    4.832    1.052    1.475    0.784    0.410    0.548    8.651    4.646    3.657
 Lowest             1.796    0.721    0.896    1.376    0.560    0.697    0.504    0.289    0.287    0.718    2.035    1.536
 Highest           18.780    1.688   11.040   23.950    2.124    3.593    1.406    0.663    1.912   44.080   12.090   12.240

 Monthly total
  (million cu m)    18.72     2.57     7.84    12.52     2.82     3.82     2.10     1.10     1.42    23.17    12.04     9.80


 Runoff   (mm)      148       20       62       99       22       30       17        9       11      183       95       77  
 Rainfall (mm)      148       26      101      150       29      142       64       37      104      251       83      104  


 Statistics of monthly data for previous record  (Oct 1966 to Dec 1997)

 Mean      Avg.     4.733    4.068    3.334    2.179    1.599    1.059    0.660    0.598    0.817    1.791    3.030    4.332
 flows:    Low      0.565    1.369    0.666    0.600    0.355    0.257    0.210    0.112    0.135    0.204    0.662    1.369
           (year)    1997     1992     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    2.643    6.916    6.625    8.477
           (year)    1982     1990     1981     1987     1983     1972     1968     1992     1992     1967     1986     1989

 Runoff:   Avg.     100       79       71       45       34       22       14       13       17       38       62       92  
           Low       12       27       14       12        8        5        4        2        3        4       14       29  
           High     191      168      189      103      106       52       81       47       54      147      136      180  

 Rainfall: Avg.     111       86       83       60       72       65       56       75       87       95      101      111  
           Low       10        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
                                                                    1998
                                   For 1998       For record        As % of
                                                  preceding 1998    pre-1998  $ Natural to within 10% at 95 percentile flow.
 Mean flow                        3.105           2.343                 133
 Lowest yearly mean                               1.309        1973
 Highest yearly mean                              3.418        1982
 Lowest monthly mean              0.410    Aug    0.112    Aug 1995
 Highest monthly mean             8.651    Oct    9.004    Jan 1982
 Lowest daily mean                0.287  3 Sep    0.090 28 Sep 1990
 Highest daily mean              44.080 27 Oct   39.610 27 Dec 1979

 10% exceedance                   7.031           5.410                 130
 50% exceedance                   1.429           1.425                 100
 95% exceedance                   0.379           0.256                 148
 Annual total (million cu m)      97.92           73.94                 132
 Annual runoff (mm)               775             585                   132
 Annual rainfall (mm)            1239            1002                   124
         {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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