055013    Arrow at Titley Mill                                                                                     1999


           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         5.036    3.234    9.241    1.053    2.422    0.991    0.548    0.295    0.337    7.897    3.567    2.613
          2         6.252    2.976   11.330    1.009    2.101    2.434    0.689    0.327    0.327   12.060    3.263    2.401
          3         9.842    2.770   19.660    0.964    1.856    1.530    0.619    0.518    0.321    8.401    2.965    2.665
          4         9.222    2.590   11.570    0.991    1.698    1.299    0.512    0.369    0.303    5.699    2.841    2.305
          5         8.690    2.429    7.657    0.991    1.565    1.579    0.650    0.464    0.291    4.461    8.591    2.084

          6        10.310    2.629    5.777    1.038    1.476    1.411    0.478    0.654    0.286    3.637    6.305    2.427
          7        11.540    2.366    4.713    0.966    1.503    1.307    0.433    0.958    0.317    3.114    4.960    2.788
          8        11.660    2.333    4.119    0.897    1.862    1.200    0.404    0.524    0.302    2.730    4.047    5.110
          9         7.941    2.075    3.500    0.859    1.848    1.135    0.404    0.450    0.296    2.364    3.360    4.715
         10         6.230    1.920    3.042    0.834    1.719    1.105    0.379    0.390    0.282    2.112    2.896    4.944

         11         5.049    1.876    2.815    1.096    1.770    1.068    0.361    0.356    0.315    1.859    2.578   10.470
         12         6.679    1.811    2.594    1.731    2.079    1.181    0.354    0.338    0.275    1.681    2.374   10.600
         13         6.976    1.765    2.309    1.546    2.009    1.033    0.366    0.331    0.253    1.544    2.155    9.804
         14         6.443    1.711    2.083    1.528    2.445    0.965    0.362    0.321    0.247    1.446    1.974    7.141
         15        16.690    1.668    1.930    1.595    2.071    0.910    0.342    0.305    0.247    1.366    1.820    5.316

         16        17.150    1.616    1.819    1.488    1.972    0.859    0.338    0.300    0.252    1.279    1.726    5.390
         17        11.920    1.555    1.719    1.368    1.845    0.825    0.323    0.364    0.327    1.200    1.597    8.091
         18        10.480    1.611    1.615    1.298    1.773    0.773    0.320    0.363    3.856    1.131    1.531    6.285
         19        11.040    1.914    1.523    1.306    1.668    0.770    0.349    0.303   11.260    1.075    1.378    5.035
         20         9.587    1.665    1.473    3.317    1.506    0.757    0.393    0.288    7.663    1.048    1.305    4.302

         21         7.433    2.480    1.580    4.602    1.439    0.703    0.321    0.284    4.700    1.371    1.256    5.479
         22         6.094    2.386    1.409    4.242    1.328    0.679    0.301    0.286    3.547    3.081    1.215    6.573
         23         5.380    2.375    1.339    3.987    1.259    0.679    0.293    0.286    4.653    3.713    1.158   12.530
         24         5.297    2.684    1.285    3.255    1.226    0.638    0.282    0.619   15.090   10.140    2.330   22.920
         25         5.571    2.473    1.404    3.672    1.136    0.604    0.280    1.321    9.567    7.652    2.839   18.270

         26         6.958    3.345    1.279    6.797    1.091    0.604    0.274    0.679    9.165    5.088    2.845   14.300
         27         5.540    2.994    1.182    5.267    1.064    0.685    0.275    0.502    9.915    3.977    2.702    9.614
         28         4.940    3.070    1.110    4.227    1.073    0.602    0.277    0.431    6.964    3.447    3.181    7.220
         29         4.269             1.285    3.479    1.212    0.576    0.289    0.402    6.111    3.165    3.040    5.560
         30         3.929             1.149    2.862    1.050    0.533    0.294    0.376    4.815    3.897    2.840    6.882
         31         3.615             1.106             0.965             0.295    0.359             3.210             5.482
 


 Average            7.992    2.297    3.697    2.276    1.614    0.981    0.381    0.444    3.409    3.705    2.821    7.075
 Lowest             3.615    1.555    1.106    0.834    0.965    0.533    0.274    0.284    0.247    1.048    1.158    2.084
 Highest           17.150    3.345   19.660    6.797    2.445    2.434    0.689    1.321   15.090   12.060    8.591   22.920

 Monthly total
  (million cu m)    21.41     5.56     9.90     5.90     4.32     2.54     1.02     1.19     8.84     9.92     7.31    18.95


 Runoff   (mm)      169       44       78       47       34       20        8        9       70       79       58      150  
 Rainfall (mm)      187       70       69      106       70       71       30      115      200      119       82      185  


 Statistics of monthly data for previous record  (Oct 1966 to Dec 1998)

 Mean      Avg.     4.803    3.974    3.321    2.262    1.582    1.072    0.664    0.592    0.808    1.999    3.079    4.311
 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    2.643    8.651    6.625    8.477
           (year)    1982     1990     1981     1987     1983     1972     1968     1992     1992     1998     1986     1989

 Runoff:   Avg.     102       77       70       46       34       22       14       13       17       42       63       91  
           Low       12       20       14       12        8        5        4        2        3        4       14       29  
           High     191      168      189      103      106       52       81       47       54      183      136      180  

 Rainfall: Avg.     112       84       83       63       71       67       56       74       87      100      100      111  
           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
                                                                    1999
                                   For 1999       For record        As % of
                                                  preceding 1999    pre-1999  $ Natural to within 10% at 95 percentile flow.
 Mean flow                        3.071           2.366                 130
 Lowest yearly mean                               1.309        1973
 Highest yearly mean                              3.418        1982
 Lowest monthly mean              0.381    Jul    0.112    Aug 1995
 Highest monthly mean             7.992    Jan    9.004    Jan 1982
 Lowest daily mean                0.247 14 Sep    0.090 28 Sep 1990
 Highest daily mean              22.920 24 Dec   44.080 27 Oct 1998

 10% exceedance                   7.833           5.463                 143
 50% exceedance                   1.723           1.424                 121
 95% exceedance                   0.292           0.259                 113
 Annual total (million cu m)      96.85           74.66                 130
 Annual runoff (mm)               766             591                   130
 Annual rainfall (mm)            1304            1008                   129
         {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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