018005    Allan Water at Bridge of Allan                                                                           1999


           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         7.597    6.669   17.010    6.275    3.007    3.220    3.127    2.884    1.401   10.420   14.530   16.520
          2        30.940    5.921   29.670    5.263    2.870    3.340    2.430    3.504    1.464    6.798   13.480   17.710
          3        24.410    6.756   21.750    4.743    2.704    5.737   10.000    2.277    1.296    4.577    9.052   16.080
          4        34.920   11.240   11.700    4.595    2.604    5.105    5.377    1.836    1.286    3.670   14.600    9.755
          5        23.520    6.528    8.056    8.717    2.497    4.110    3.531    1.701    1.326    3.217   34.670   33.910

          6        15.290    5.346    6.733   13.590    2.766    4.904    2.854    1.613    7.266    3.014   10.320   52.030
          7        10.990    4.615    5.805    6.137    2.785    5.243    2.561    1.571    4.504    3.564    7.524   38.240
          8         8.590    4.098    5.145    5.044    5.347    4.089    2.450    1.505    4.032    4.198    6.523   33.720
          9         7.026    3.786    4.860    4.515   11.720    3.206    2.183    1.394    3.609    3.988    5.228   23.050
         10         6.031    3.567    4.454    4.766   17.320    2.744    2.037    1.348    2.177    5.705    4.541   11.440

         11         5.519    3.560    4.172    8.762   15.380    2.512    1.930    1.329    1.962    4.185    4.114   14.100
         12         5.624    3.669    5.538    6.800    8.748    2.910    1.797    1.342    1.997    3.252    3.802   12.820
         13        17.740    3.377    4.476    5.033    6.953    3.040    1.836    1.519    1.837    2.942    3.520    8.203
         14        18.140    4.823    4.091    4.397    5.197    3.004    1.734    1.586    1.712    2.753    3.299    6.602
         15        47.520    3.995    7.813    4.002    4.819    2.740    1.672    1.420    1.495    2.578    3.155    5.660

         16        14.170    3.665    7.796    3.571    4.018    2.463    1.749    1.316   10.270    2.428    2.967   18.310
         17        15.870    3.419    5.001    3.382    3.642    2.510    2.274    1.339    8.693    2.297    2.774   18.890
         18        31.730    7.483    4.555    4.489    3.321    2.156    2.584    1.457    4.788    2.171    2.613    7.636
         19        39.120    7.516    3.815    4.333    3.025   10.760    8.631    1.358    3.798    2.148    2.459    5.763
         20        18.940    9.557    4.300   20.270    2.798    5.866   13.290    1.239   30.960    3.156    2.389    4.944

         21        11.810   21.600    7.347   14.070    4.033    3.308    4.684    1.193   11.170    4.040    2.363    6.163
         22        12.230    8.095    4.337   22.780    5.047    2.774    3.087    1.160    5.844   12.430    2.351   31.050
         23        24.500    6.117    3.926    9.032    3.524    2.499    2.474    1.135   11.800    5.326    3.082   21.250
         24        21.300    5.242    5.133    6.435    3.420    2.264    2.364    1.127   14.760    5.251    5.355   55.060
         25        21.180    9.061    4.092    5.370    3.378    2.084    2.102    1.456    7.733    5.162    5.052   34.000

         26        18.740    7.387    3.640    4.777    7.478    2.159    1.883    2.291    5.309    3.709   13.790   15.680
         27        11.820    8.793    3.279    4.266    4.040    3.398    1.722    1.571    4.494    3.867   19.890   10.650
         28        10.960   53.990   31.000    3.839    6.576    2.529    1.636    1.288    4.077    4.744   56.920    8.022
         29        11.590            34.890    3.513   14.670    2.136    1.591    1.287    8.353    3.492   15.600    6.671
         30         9.752            11.810    3.262    5.379    2.102    1.544    1.699    6.112    4.263   51.560   10.940
         31         8.046             7.889             3.895             1.487    1.596            10.860            15.600
 


 Average           17.600    8.210    9.164    6.868    5.579    3.497    3.181    1.592    5.851    4.523   10.920   18.400
 Lowest             5.519    3.377    3.279    3.262    2.497    2.084    1.487    1.127    1.286    2.148    2.351    4.944
 Highest           47.520   53.990   34.890   22.780   17.320   10.760   13.290    3.504   30.960   12.430   56.920   55.060

 Monthly total
  (million cu m)    47.14    19.86    24.54    17.80    14.94     9.06     8.52     4.26    15.17    12.11    28.30    49.29


 Runoff   (mm)      224       95      117       85       71       43       41       20       72       58      135      235  
 Rainfall (mm)      251      125      113       94      136       95       80       61      166       85      169      249  


 Statistics of monthly data for previous record  (Jul 1971 to Dec 1998)

 Mean      Avg.    12.120   10.030    9.837    5.358    3.688    2.693    2.284    2.964    4.797    7.885    9.041   10.350
 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   18.170   17.760   22.420
           (year)    1993     1995     1994     1993     1986     1972     1985     1985     1992     1998     1984     1994

 Runoff:   Avg.     155      117      125       66       47       33       29       38       59      101      112      132  
           Low       52       42       40       20       15       12        9        8       11       12       45       47  
           High     364      259      312      129      197       67       80      158      187      232      219      286  

 Rainfall: Avg.     159      114      131       70       75       76       82       91      120      142      137      146  
           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
                                                                    1999
                                   For 1999       For record        As % of   $ Flow reduced by industrial and/or
                                                  preceding 1999    pre-1999    agricultural abstractions.
 Mean flow                        7.959           6.744                 118
 Lowest yearly mean                               4.270        1975
 Highest yearly mean                              9.124        1998
 Lowest monthly mean              1.592    Aug    0.649    Aug 1984
 Highest monthly mean            18.400    Dec   28.570    Jan 1993
 Lowest daily mean                1.127 24 Aug    0.578 27 Aug 1984
 Highest daily mean              56.920 28 Nov  139.300 16 Jan 1993

 10% exceedance                  18.020          15.530                 116
 50% exceedance                   4.560           4.011                 114
 95% exceedance                   1.424           0.899                 158
 Annual total (million cu m)     251.00          212.80                 118
 Annual runoff (mm)              1195            1013                   118
 Annual rainfall (mm)            1624            1343                   121
         {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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