018005    Allan Water at Bridge of Allan                                                                           1997


           Measuring authority: SEPA          Grid reference:     26    (NS) 786 980     Catchment area (sq km):    210.0
           First year: 1971                   Level stn. (m OD):   11.20                            Max alt. (m OD):  633



 Daily mean gauged discharges (cubic metres per second)


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

          1         2.561    2.468   42.860    3.410    2.232    1.557    4.145    1.882    1.351    1.285    1.987    4.432
          2         2.529    3.839   25.760    3.245    1.985    1.487    2.568    1.491    3.599    1.236    1.908    3.906
          3         2.493   15.350   19.500    3.127    1.927    1.437    2.341    1.313   19.030    1.214    1.823    3.530
          4         2.380    6.919   11.990    3.317   13.640    1.406    2.106    1.196    7.334    1.246    1.791    3.349
          5         2.221    4.142   11.270    3.413    6.319    1.411    1.838    1.123    6.367    1.414    2.297    7.471

          6         2.213    7.255    8.436    3.002    3.871    1.659    1.716    1.084    3.206    3.188    4.163   12.680
          7         2.137    7.543   16.090    2.819    3.190    1.629    1.667    1.065    2.284    2.278    2.832    7.835
          8         2.088   17.650    9.265    2.602    3.386    1.761    1.583    1.039    1.829    1.777    5.107    6.802
          9         2.022   16.940    7.093    2.408    2.891    1.579    1.474    1.025    1.556   11.110    4.178    8.058
         10         1.985   28.070    6.099    2.295    2.682    1.773    1.447    1.055    1.403   10.680    6.327   13.370

         11         4.268   28.720    5.416    2.201    3.219    7.084    1.429    1.069    1.314    3.930    6.244   18.630
         12        14.030   51.520    4.967    2.137   11.160   10.070    1.431    1.043    1.325    2.792    3.800    9.444
         13         7.116   18.240    5.351    2.091    5.956    4.540    1.792    1.615    1.325    2.329    3.102    8.234
         14         6.477   10.230    5.070    2.039    3.852    3.968    1.665    1.497    1.452    3.277    4.022    6.427
         15         5.144    7.620    5.443    1.955    3.036    2.818    1.663    1.208    5.733    5.564    3.738    5.495

         16         4.000    9.522    7.158    1.887    2.674    2.322    1.939    1.127   25.670   13.830    4.126    4.928
         17         5.801   57.010    5.598    1.851    3.163    2.038    1.512    1.062    6.124   25.000    4.733    4.538
         18        10.900   24.500    9.191    1.857    8.902    5.077    1.364    1.028    3.544   12.840   14.640   26.500
         19         6.899   58.920    6.179    1.880    6.258    7.371    1.287    1.022    2.729    6.793    9.690   21.190
         20         4.595   73.580    4.729    1.739    4.719    6.074    1.232    1.064    2.355    4.794   12.270   20.380

         21         3.906   35.030    4.111    1.734    4.447   10.850    1.197    1.452    2.144    3.939   13.280   10.770
         22         3.571   17.670    6.853    1.670    3.419   11.470    1.180    1.256    1.957    3.398    6.781    8.418
         23         3.175   20.180    6.148    9.037    2.931    5.343    1.203    1.103    1.817    2.999    5.436   15.500
         24         4.029   21.400    4.799    7.306    2.604    3.937    1.254    1.046    1.712    2.685    7.515   24.420
         25         3.495   18.190    4.615    3.051    2.396    3.480    1.178    0.994    1.640    2.503    9.106   30.310

         26         3.211   10.180   13.960    2.460    2.213    3.168    1.167    0.947    1.594    2.344    6.554   14.880
         27         2.963   19.520    9.358    2.369    2.046    2.548    1.174    0.998    1.569    2.202    7.548    9.649
         28         2.701   14.540    6.063    3.005    1.944    2.257    1.140    0.994    1.560    2.081    5.746    7.689
         29         2.574             4.703    2.730    1.844    2.091    1.334    0.991    1.596    2.005    7.791    6.457
         30         2.431             4.084    2.442    1.701    2.101    1.882    0.983    1.391    2.057    5.496   10.160
         31         2.336             3.660             1.627             3.075    1.012             2.094             8.354
 


 Average            4.073   21.670    9.220    2.836    3.943    3.810    1.677    1.154    3.884    4.674    5.801   11.090
 Lowest             1.985    2.468    3.660    1.670    1.627    1.406    1.140    0.947    1.314    1.214    1.791    3.349
 Highest           14.030   73.580   42.860    9.037   13.640   11.470    4.145    1.882   25.670   25.000   14.640   30.310

 Monthly total
  (million cu m)    10.91    52.42    24.69     7.35    10.56     9.88     4.49     3.09    10.07    12.52    15.04    29.70


 Runoff   (mm)       52      250      118       35       50       47       21       15       48       60       72      141  
 Rainfall (mm)       52      317      122       48       92      124       53       51      115       98      110      165  


 Statistics of monthly data for previous record  (Jul 1971 to Dec 1996)

 Mean      Avg.    12.390    9.424    9.936    5.277    3.716    2.614    2.222    2.954    4.830    7.613    9.040   10.200
 flows:    Low      4.751    3.631    3.152    1.655    1.189    0.945    0.726    0.649    0.906    0.972    3.641    3.709
           (year)    1985     1986     1975     1974     1980     1974     1984     1984     1972     1972     1972     1975
           High    28.570   22.490   24.460   10.410   15.430    5.424    6.309   12.390   15.180   15.060   17.760   22.420
           (year)    1993     1995     1994     1993     1986     1972     1985     1985     1992     1995     1984     1994

 Runoff:   Avg.     158      110      127       65       47       32       28       38       60       97      112      130  
           Low       61       42       40       20       15       12        9        8       11       12       45       47  
           High     364      259      312      129      197       67       80      158      187      192      219      286  

 Rainfall: Avg.     163      105      132       69       75       73       81       92      122      139      137      143  
           Low       62       21       42        4       13       17       17       13        6       29       42       40  
           High     379      296      299      123      201      151      218      223      249      255      258      270  


 
 Summary statistics                                                           Factors affecting runoff
                                                                    1997
                                   For 1997       For record        As % of   $ Flow reduced by industrial and/or
                                                  preceding 1997    pre-1997    agricultural abstractions.
 Mean flow                        6.048           6.677                  91
 Lowest yearly mean                               4.270        1975
 Highest yearly mean                              9.090        1986
 Lowest monthly mean              1.154    Aug    0.649    Aug 1984
 Highest monthly mean            21.670    Feb   28.570    Jan 1993
 Lowest daily mean                0.947 26 Aug    0.578 27 Aug 1984
 Highest daily mean              73.580 20 Feb  139.300 16 Jan 1993

 10% exceedance                  13.770          15.410                  89
 50% exceedance                   3.179           3.983                  80
 95% exceedance                   1.082           0.882                 123
 Annual total (million cu m)     190.70          210.70                  91
 Annual runoff (mm)               908            1003                    91
 Annual rainfall (mm)            1347            1331                   101
         {1961-90 rainfall average (mm)          1335} 


 Station and catchment description

 
  Velocity-area station; recorder sited in natural reach with vertical stone wall on rb. Lb steep to 2.6m. Flood rating
  stable but large boulders make c/m a problem at low flows. As site is within a caravan park the low flow control is
  susceptible to rearrangment by children. Station useful for obtaining flood data, as flooding frequently occurs in the
  town of Bridge of Allan.
  The Allan Water occupies a broad flat valley with steep lateral tributaries. Geology: predominantly Old Red Sandstone.


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