018005    Allan Water at Bridge of Allan                                                                           2000


           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        10.330   31.370   10.930    4.025    4.428    2.277    1.252    2.805    5.300    5.043    7.964   15.230
          2        11.740   11.670   32.810    5.280    3.946    2.344    1.257    2.977    3.905    4.723    7.669   16.520
          3        13.210    9.147   12.770    4.605    3.667    1.859    1.268    2.178    2.980   12.150    5.992   13.190
          4        12.370   21.010    8.751    3.749    3.368    2.468    1.215    1.475    2.561   11.830    5.149   21.160
          5        30.960   10.870   13.670    3.322    3.118    2.617    1.262    1.276    2.987    6.699    4.757   18.750

          6        21.960    9.346   16.110    3.098    2.956    2.456    1.263    1.179   26.350    5.279   24.670   20.160
          7        23.160   16.330   18.180    2.907    2.800    2.434    1.168    1.109   10.780    9.730   19.050   11.640
          8        18.690   11.900   18.340    2.853    2.629    7.778    1.240    1.101    7.435    7.408    8.391   39.100
          9        11.210   10.140   12.800    2.685    2.493    5.407    5.028    4.436    6.005   36.980    7.029   28.790
         10        20.840   18.490   12.310    2.601    2.396    5.476    4.190    3.002    4.736   18.040    7.359   18.850

         11        10.830   20.350    8.439    2.933    2.298    5.625    1.956    1.703   48.630    9.722   13.980   15.280
         12         8.774   16.830    6.977   14.630    2.206    5.134    1.515    1.506   14.640    8.597   14.310   31.450
         13         7.141   10.930    6.331    6.185    2.133    5.040    1.339    1.639    8.010    6.685    9.126   19.560
         14         6.026   14.880    5.549    4.148    2.044    3.153    1.253    2.408    7.962    7.082    6.775   11.630
         15         5.305   13.360    4.950    3.590    2.839    2.507    1.186    2.198    5.699    5.584    7.781    8.560

         16         4.868    9.632    4.557    3.310    3.655    2.205    1.121    3.009    4.598    5.476    9.310    7.124
         17         4.617    8.920    4.214    3.345    4.016    2.039    1.072    2.716    4.504   18.180    6.050    6.154
         18         4.421   13.840    3.903    3.226    2.674    1.940    1.047    2.408    6.415   15.130    6.036    5.764
         19         4.121    9.184    3.693    3.455    2.413    1.859    1.019    6.851    5.571    6.984    5.240   12.450
         20         3.942    9.925    3.501    4.353    2.306    1.819    0.989    4.588   19.310    6.052    4.641   21.280

         21         3.701   14.200    3.359    3.760    2.308    2.076    0.980    3.455    7.914    5.201    4.326    9.476
         22         3.556    7.958    3.343    3.525    2.133    2.321    0.968    2.535   17.660    4.565    8.570    7.301
         23         3.297   16.820    7.807    4.350    2.822    1.887    0.961    2.007    8.235    7.312    6.419    6.389
         24         3.155   13.180    7.985    4.480    2.766    1.742    0.939    1.707    6.354   15.910    5.298    5.687
         25         2.927   14.580    5.371    9.811    2.628    1.624    0.932    1.667    6.490   22.140   10.190    5.135

         26         2.787   19.130    4.251   40.600    2.588    1.669    0.943    5.443   18.090    8.482    7.556    4.542
         27         3.001   50.070    3.693   16.650    2.332    1.615    0.930    4.404   21.070   11.500    6.402    4.113
         28        14.470   25.290    3.395    8.461    2.258    1.586    1.210    3.286   11.030   18.750   12.650    4.000
         29        13.030   19.430    3.262    6.319    2.131    1.362    1.680    3.426    7.062   46.560   10.870    3.675
         30        32.070             3.166    5.123    1.906    1.290    1.496    3.068    5.663   13.560    9.086    3.405
         31        36.920             3.134             1.831             1.493    9.336             9.047             4.088
 


 Average           11.400   15.820    8.308    6.246    2.713    2.787    1.425    2.932   10.260   11.950    8.755   12.920
 Lowest             2.787    7.958    3.134    2.601    1.831    1.290    0.930    1.101    2.561    4.565    4.326    3.405
 Highest           36.920   50.070   32.810   40.600    4.428    7.778    5.028    9.336   48.630   46.560   24.670   39.100

 Monthly total
  (million cu m)    30.54    39.64    22.25    16.19     7.26     7.22     3.82     7.85    26.61    32.00    22.69    34.60


 Runoff   (mm)      145      189      106       77       35       34       18       37      127      152      108      165  
 Rainfall (mm)      186      203       83       94       56       70       61      125      182      195      118      166  


 Statistics of monthly data for previous record  (Jul 1971 to Dec 1999)

 Mean      Avg.    12.320    9.966    9.813    5.412    3.755    2.722    2.315    2.916    4.833    7.769    9.105   10.630
 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.     157      116      125       67       48       34       30       37       60       99      112      136  
           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.     162      115      130       71       77       76       82       90      122      140      138      149  
           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
                                                                    2000
                                   For 2000       For record        As % of   $ Flow reduced by industrial and/or
                                                  preceding 2000    pre-2000    agricultural abstractions.
 Mean flow                        7.927           6.786                 117
 Lowest yearly mean                               4.270        1975
 Highest yearly mean                              9.124        1998
 Lowest monthly mean              1.425    Jul    0.649    Aug 1984
 Highest monthly mean            15.820    Feb   28.570    Jan 1993
 Lowest daily mean                0.930 27 Jul    0.578 27 Aug 1984
 Highest daily mean              50.070 27 Feb  139.300 16 Jan 1993

 10% exceedance                  18.410          15.570                 118
 50% exceedance                   5.166           4.050                 128
 95% exceedance                   1.218           0.909                 134
 Annual total (million cu m)     250.70          214.10                 117
 Annual runoff (mm)              1194            1020                   117
 Annual rainfall (mm)            1539            1352                   114
         {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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