019001    Almond at Craigiehall                                                                                    1999


           Measuring authority: SEPA          Grid reference:     36    (NT) 165 752     Catchment area (sq km):    369.0
           First year: 1957                   Level stn. (m OD):   22.80                            Max alt. (m OD):  518



 Daily mean gauged discharges (cubic metres per second)


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

          1         6.072    5.629   12.640    2.799    1.518    1.863    1.709    2.898    1.498   20.180    5.194   16.210
          2        11.720    5.125   22.920    2.263    1.467    3.170    1.950    3.408    1.524   13.650    6.348   24.730
          3        10.740    7.979   13.350    1.991    1.471    6.714   16.530    2.213    1.459    5.803    5.838   67.360
          4        24.610   11.150    8.383    2.124    1.457    4.238    6.296    1.738    1.407    3.743    9.744   15.620
          5        41.090    7.566    5.840    2.325    1.443    3.457    3.368    1.631    1.350    2.844   70.820   18.120

          6        21.290    5.273    4.781    5.271    2.121    8.974    2.430    2.461    1.856    2.452   16.440   36.810
          7        11.050    4.270    4.070    3.352    1.664    7.315    2.175    2.003    2.613    2.520    7.855   36.270
          8         8.077    3.671    3.620    3.014    3.626    4.026    2.012    1.705    2.534    2.632    6.042   41.280
          9         6.146    3.104    3.494    2.885    4.168    2.882    1.743    1.552    2.696    3.146    4.415   57.630
         10         4.960    2.836    3.335    2.930    5.416    2.345    2.605    1.494    1.846    2.985    3.632   17.540

         11         4.348    2.728    3.249    4.191    3.551    2.097    4.471    1.450    1.835    2.688    3.147   34.850
         12         4.232    2.865    4.141    5.118    2.853    3.836    2.115    1.420    1.668    2.296    2.858   41.450
         13         6.735    2.840    4.277    5.729    4.838    3.556    1.927    1.837    1.527    2.109    2.570   13.920
         14        14.200    4.295    3.346    4.523    3.465    3.014    1.776    1.615    1.453    1.881    2.356    9.482
         15        44.650    4.233    3.811    6.566    2.674    2.319    1.637    1.835    1.348    1.787    2.257    7.084

         16        14.280    3.787    4.012    4.955    2.248    2.383    1.635    1.560    2.179    1.673    2.241   17.020
         17         8.439    3.534    3.368    3.615    2.053    2.189    1.973    1.661    2.260    1.592    2.097   21.450
         18         8.388    6.874    3.170    3.124    1.878    1.919    4.315    3.434    2.173    1.558    1.988    8.879
         19        25.930   11.110    2.766    2.724    1.801   10.630    8.500    1.761    1.723    1.553    1.810    6.074
         20        12.010   11.500    2.936    3.343    1.773    7.797    9.976    1.452   12.290    1.517    1.760    4.998

         21         8.107   17.990    7.329    3.347    2.433    4.107    9.122    1.380    7.905    1.667    1.789    6.028
         22         6.869    7.929    4.536    3.195    2.181    2.848    4.172    1.319    3.807    1.876    1.884   12.230
         23         6.784    5.355    4.009    3.122    2.152    2.239    2.721    1.318    7.782    1.559    1.952   16.950
         24        18.310    4.313    4.405    2.377    1.983    1.954    1.983    1.307    6.281    2.840    2.836   30.600
         25        31.630    4.109    3.553    2.155    1.975    1.792    1.699    2.168    4.430    8.422    2.762   25.660

         26        28.040    5.032    2.915    2.018    2.067    2.232    1.520    1.752    2.884    4.068    9.309   12.760
         27        16.670    5.501    2.423    2.016    1.851    3.843    1.422    1.511    3.715    3.297   27.760    9.175
         28        14.250   30.410    3.890    1.955    4.267    2.332    1.372    1.368    4.878    2.703   84.130    6.640
         29        10.450            22.740    1.930    3.768    1.959    1.332    1.489   17.380    2.307   17.880    5.288
         30         8.257             6.824    1.840    2.365    1.838    1.322    1.465    8.929    2.202   36.610    8.082
         31         6.579             4.786             2.028             1.325    1.532             2.182             7.509
 


 Average           14.350    6.822    5.965    3.227    2.534    3.662    3.456    1.798    3.841    3.604   11.540   20.570
 Lowest             4.232    2.728    2.423    1.840    1.443    1.792    1.322    1.307    1.348    1.517    1.760    4.998
 Highest           44.650   30.410   22.920    6.566    5.416   10.630   16.530    3.434   17.380   20.180   84.130   67.360

 Monthly total
  (million cu m)    38.44    16.50    15.98     8.36     6.79     9.49     9.26     4.82     9.96     9.65    29.92    55.10


 Runoff   (mm)      104       45       43       23       18       26       25       13       27       26       81      149  
 Rainfall (mm)      129       66       60       45       67       88       66       53       96       45      134      170  


 Statistics of monthly data for previous record  (Jan 1957 to Dec 1998)

 Mean      Avg.    10.090    8.279    7.028    4.546    3.320    2.522    2.435    3.075    4.340    6.694    9.029    9.725
 flows:    Low      3.574    1.782    1.918    1.410    1.091    0.817    0.950    0.869    0.668    0.668    1.862    3.016
           (year)    1963     1963     1973     1974     1961     1961     1960     1983     1959     1972     1972     1975
           High    20.820   22.010   20.450    9.841   12.030    8.572    9.223    8.568   20.360   16.640   21.660   19.860
           (year)    1993     1990     1994     1986     1993     1966     1958     1985     1985     1998     1963     1986

 Runoff:   Avg.      73       55       51       32       24       18       18       22       30       49       63       71  
           Low       26       12       14       10        8        6        7        6        5        5       13       22  
           High     151      144      148       69       87       60       67       62      143      121      152      144  

 Rainfall: Avg.      86       64       72       53       61       62       72       81       85       94       90       90  
           Low       22       11       22        8       16       15       17       19       14       23       19       21  
           High     178      168      170      102      134      136      173      152      195      178      190      181  


 
 Summary statistics                                                           Factors affecting runoff
                                                                    1999
                                   For 1999       For record        As % of   $ Abstraction for public water supplies.
                                                  preceding 1999    pre-1999  $ Flow reduced by industrial and/or
 Mean flow                        6.794           5.914                 115     agricultural abstractions.
 Lowest yearly mean                               2.890        1973           $ Augmentation from effluent returns.
 Highest yearly mean                              8.789        1998
 Lowest monthly mean              1.798    Aug    0.668    Oct 1972
 Highest monthly mean            20.570    Dec   22.010    Feb 1990
 Lowest daily mean                1.307 24 Aug    0.241  9 Oct 1959
 Highest daily mean              84.130 28 Nov  147.200  6 Oct 1990

 10% exceedance                  16.360          13.410                 122
 50% exceedance                   3.333           2.988                 112
 95% exceedance                   1.460           0.933                 156
 Annual total (million cu m)     214.30          186.60                 115
 Annual runoff (mm)               581             506                   115
 Annual rainfall (mm)            1019             910                   112
         {1961-90 rainfall average (mm)           896} 


 Station and catchment description

 
  Recorder is well sited on straight even reach with steep banks containing all recorded floods. Stable rating. Weed growth
  in summer - some adjustment to stage required. Low flows substantially affected by sewage effluent esp. from Mid Calder
  and Newbridge STW and six smaller STWs. Abstraction at Almondell to feed a canal. A number of storage reservoirs are
  situated in the catchment.
  Geology: predominantly Carboniferous rocks. Land use: rural, with extensive urban development around Livingston, esp.
  industrial estates, and several small mining towns.


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