018005    Allan Water at Bridge of Allan                                                                           1996


           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        12.080    2.906    4.045    3.016    5.251    5.310    1.677    0.965    1.030    2.523   14.200   31.650
          2        13.750    2.781    3.804    3.070    4.365    3.761    1.636    0.900    1.090    1.764   23.680   24.230
          3        11.820    2.589    3.696    2.925    3.482   10.100    2.622    0.843    0.969    9.727   37.400   11.970
          4        27.290    2.532    3.326    2.871    3.073    5.259    2.088    0.827    0.895   15.960   32.000    9.689
          5        23.570    2.639    3.063    2.617    2.944    9.061    1.785    0.799    0.876    4.417   30.770    7.089

          6        13.350    2.647    2.888    2.444    2.925    4.472    1.468    0.795    0.861    2.813   33.800    5.570
          7        20.560    2.505    2.811    2.347    2.997    3.260    1.344    0.788    0.832    2.462   13.800    9.552
          8        19.640    2.489    2.689    2.417    2.686    2.728    1.226    0.804    0.807    2.276   14.490   14.700
          9        13.650    6.961    2.597    2.498    2.458    2.564    1.191    0.854    0.793    2.110   13.360    9.049
         10        10.070   30.690    2.511    3.103    2.320    3.595    1.141    2.137    0.767    1.767    8.805    6.739

         11         8.484   21.740   12.880    3.337    2.302   11.090    1.152    1.544    0.760    6.194    7.138    5.560
         12         9.167   30.200   31.240    3.081    2.226    6.204    1.131    1.091    0.752   40.830    5.893    4.893
         13         9.627   11.710    9.275    2.717    2.107    3.793    1.087    0.942    0.725   10.110    5.370    4.298
         14        14.350    7.686    6.258    4.928    2.005    3.017    1.040    0.889    0.732   14.430    5.279    4.361
         15         9.815   19.600    5.153    5.750    1.916    2.546    1.003    0.811    0.730   32.380    4.653    3.951

         16         7.857   16.200    5.221    7.359    1.908    2.255    0.963    0.810    0.733   20.960    4.490    3.752
         17         7.429   17.270    6.515   16.090    1.905    2.049    0.939    0.802    0.728   10.340    5.145    3.750
         18         6.184   12.340    6.924   17.160    2.010    1.900    0.928    0.776    0.714    8.522    4.118   25.600
         19         5.377    6.786    6.747   11.340    2.264    1.803    0.912    0.787    0.707    7.498    3.828   15.720
         20         4.793    5.320    6.085    8.486    2.817    1.727    0.894    0.969    0.688    7.371    3.468    7.787

         21         4.388    4.917    6.271   12.690    3.115    1.630    0.902    1.131    0.686    6.259    4.912    5.847
         22         4.138    4.639    5.640   11.360    5.957    1.561    1.430    1.135    0.698    4.832    5.071    4.961
         23         3.837    7.115    5.190   11.080    5.527    1.500    1.228    1.315    0.696    4.197    3.878    4.505
         24         3.532    7.489    5.598    8.607    3.960    1.434    1.078    1.438    0.777    7.561    4.406    4.092
         25         3.279    6.594    4.819    6.275    3.317    1.447    0.970    1.298    0.857   10.810    4.947    3.691

         26         3.247    5.303    4.017    5.544    2.748    1.419    0.929    1.133    0.912   18.410    4.136    3.543
         27         3.238    5.043    3.585    4.868    2.472    1.385    0.898    1.154    1.248   38.450    3.570    3.412
         28         3.352    4.633    3.689    4.081    5.015    1.476    0.991    1.513    9.769   68.180    6.575    3.097
         29         3.181    4.443    3.452    3.913    4.239    1.394    1.066    1.118    7.517   17.990   11.210    2.985
         30         3.025             3.082    3.737    7.857    1.334    0.981    0.971    5.031   12.630   13.870    2.873
         31         2.967             2.864             9.462             0.949    0.897            19.540             2.707
 


 Average            9.260    8.889    5.675    5.990    3.472    3.369    1.214    1.040    1.479   13.330   11.140    8.117
 Lowest             2.967    2.489    2.511    2.347    1.905    1.334    0.894    0.776    0.686    1.764    3.468    2.707
 Highest           27.290   30.690   31.240   17.160    9.462   11.090    2.622    2.137    9.769   68.180   37.400   31.650

 Monthly total
  (million cu m)    24.80    22.27    15.20    15.53     9.30     8.73     3.25     2.78     3.83    35.71    28.88    21.74


 Runoff   (mm)      118      106       72       74       44       42       15       13       18      170      138      104  
 Rainfall (mm)       98      112       73      111       85       69       56       73       68      255      180       79  


 Statistics of monthly data for previous record  (Jul 1971 to Dec 1995)

 Mean      Avg.    12.520    9.446   10.110    5.247    3.726    2.583    2.262    3.030    4.964    7.385    8.956   10.280
 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.     160      110      129       65       48       32       29       39       61       94      111      131  
           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.     166      104      134       67       75       73       82       93      124      135      135      146  
           Low       62       21       42        4       13       17       17       13        6       29       42       40  
           High     379      296      299      123      201      151      218      223      249      248      258      270  


 
 Summary statistics                                                           Factors affecting runoff
                                                                    1996
                                   For 1996       For record        As % of   $ Flow reduced by industrial and/or
                                                  preceding 1996    pre-1996    agricultural abstractions.
 Mean flow                        6.073           6.703                  91
 Lowest yearly mean                               4.270        1975
 Highest yearly mean                              9.090        1986
 Lowest monthly mean              1.040    Aug    0.649    Aug 1984
 Highest monthly mean            13.330    Oct   28.570    Jan 1993
 Lowest daily mean                0.686 21 Sep    0.578 27 Aug 1984
 Highest daily mean              68.180 28 Oct  139.300 16 Jan 1993

 10% exceedance                  13.860          15.480                  90
 50% exceedance                   3.521           4.005                  88
 95% exceedance                   0.791           0.889                  89
 Annual total (million cu m)     192.00          211.50                  91
 Annual runoff (mm)               914            1007                    91
 Annual rainfall (mm)            1259            1334                    94
         {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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