018005    Allan Water at Bridge of Allan                                                                           1998


           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        16.610    3.924    7.512    5.605    3.207    2.332    2.292    2.742   20.350   13.750    6.493    7.422
          2        14.950    3.649    9.528    5.913    2.985    1.990    2.030    2.553   13.530    6.665    7.206    6.451
          3        44.220    4.258   13.480   21.340    2.796    1.819    1.885   18.160    5.944    4.073    8.507    5.780
          4        24.650    5.584   10.320   56.220    2.671    1.705    1.790    5.482    4.512    3.428    6.329    5.168
          5        15.570    6.059    7.733   30.450    2.887    1.651    1.739    4.022    3.584    3.163   10.000    4.699

          6        11.970    8.918    7.091   15.690    2.924    2.418    1.673    6.399    3.137    2.867    7.318    4.261
          7        14.150    9.049   12.900   19.000   10.190    4.862    1.585   12.630    2.976    2.592    6.964   10.620
          8        12.380   12.380    9.744   28.330    4.740    3.248    1.569   11.320   11.300    2.363    8.916   18.790
          9        26.500   16.780    7.682   12.470    3.489   10.200    1.586    5.506   15.140    8.640   27.830    7.461
         10        13.930   13.720   18.710    8.598    3.014    8.653    1.597    4.516    8.004    4.570   12.170   12.220

         11        12.120   68.870   11.110    6.942    2.778    4.901    1.584    4.852    5.607    4.120    8.631   15.290
         12        10.120   20.330    8.228    5.948    2.700    3.375    4.376    4.541    4.616    4.752   13.150   12.130
         13        12.360   20.050    7.086    5.271    2.564    2.767    4.549    3.860    3.852    6.384   16.680   19.710
         14        15.450   24.670    5.884    4.779    2.463    2.428    2.388    5.829    3.317    6.335    8.289   17.840
         15        17.030   17.930    5.225    4.434    2.405    2.694    1.921    4.502    2.963    6.287    6.496   17.790

         16        11.010   12.620    4.963    4.220    2.292    3.559    2.053    6.750    2.707   44.370    5.625   13.380
         17        23.260    8.969    4.698    3.780    2.156    3.187    5.276    8.584    2.559   20.920    5.077   18.450
         18        23.750    7.598    4.141    3.515    2.050    2.496    3.888    4.075    2.712   14.660    4.814   11.760
         19        13.340    6.996    3.843    3.368    2.053    2.555   20.930    3.421    2.473    9.929    4.467    7.955
         20         9.119   18.110    3.637    3.406    2.132    2.284   12.110    5.082    2.306   53.850    8.584    6.392

         21         9.142    9.941    3.424    3.468    2.049    1.944    8.855    4.024    2.189   72.720   20.110    5.837
         22        12.300    9.962    3.257    4.826    1.945    1.982    9.543    3.015    2.124   58.080   27.330    8.598
         23        12.030   16.760    3.148    5.898    1.922    3.079    9.857    3.853    2.067   38.700   12.360    8.803
         24         8.133    9.418    3.217    4.381    1.875    5.551    5.112    4.005    2.011   52.030   14.420   24.310
         25         6.844    7.067    3.261    4.665    1.857    2.980    3.934    2.925    1.965   17.280   10.120   26.980

         26         5.900    8.348   16.320    6.422    1.876    5.016    4.830    2.594    1.956   15.090   23.140   49.500
         27         5.259   19.240    6.765    5.967    1.941    6.404    5.022    2.389    2.628   32.430   22.250   31.320
         28         4.874    9.053    5.004    4.602    1.968    4.364    3.711    2.273    3.071   24.140   35.150   12.050
         29         4.547            15.050    3.954    2.020    3.209    4.562    2.177    2.478   12.190   11.230   10.780
         30         4.329            16.890    3.497    2.055    2.769    4.056    2.066    3.515    9.223    8.800   11.720
         31         4.137             7.302             2.564             3.280    2.031             7.608             8.532
 


 Average           13.550   13.580    7.973    9.899    2.728    3.547    4.503    5.038    4.853   18.170   12.280   13.610
 Lowest             4.137    3.649    3.148    3.368    1.857    1.651    1.569    2.031    1.956    2.363    4.467    4.261
 Highest           44.220   68.870   18.710   56.220   10.190   10.200   20.930   18.160   20.350   72.720   35.150   49.500

 Monthly total
  (million cu m)    36.29    32.85    21.35    25.66     7.31     9.19    12.06    13.49    12.58    48.66    31.83    36.46


 Runoff   (mm)      173      156      102      122       35       44       57       64       60      232      152      174  
 Rainfall (mm)      150      168      110      118       54      113      131      108       93      249      170      181  


 Statistics of monthly data for previous record  (Jul 1971 to Dec 1997)

 Mean      Avg.    12.070    9.895    9.908    5.183    3.725    2.660    2.201    2.887    4.795    7.505    8.920   10.230
 flows:    Low      4.073    3.631    3.152    1.655    1.189    0.945    0.726    0.649    0.906    0.972    3.641    3.709
           (year)    1997     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.     154      115      126       64       48       33       28       37       59       96      110      130  
           Low       52       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.     159      112      132       68       76       74       80       90      121      138      136      144  
           Low       52       21       42        4       13       17       17       13        6       29       42       40  
           High     379      317      299      123      201      151      218      223      249      255      258      270  


 
 Summary statistics                                                           Factors affecting runoff
                                                                    1998
                                   For 1998       For record        As % of   $ Flow reduced by industrial and/or
                                                  preceding 1998    pre-1998    agricultural abstractions.
 Mean flow                        9.124           6.655                 137
 Lowest yearly mean                               4.270        1975
 Highest yearly mean                              9.090        1986
 Lowest monthly mean              2.728    May    0.649    Aug 1984
 Highest monthly mean            18.170    Oct   28.570    Jan 1993
 Lowest daily mean                1.569  8 Jul    0.578 27 Aug 1984
 Highest daily mean              72.720 21 Oct  139.300 16 Jan 1993

 10% exceedance                  18.990          15.340                 124
 50% exceedance                   5.691           3.948                 144
 95% exceedance                   1.936           0.889                 218
 Annual total (million cu m)     287.70          210.00                 137
 Annual runoff (mm)              1370            1000                   137
 Annual rainfall (mm)            1645            1330                   124
         {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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