019001    Almond at Craigiehall                                                                                    1996


           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         4.903    2.097    3.377    1.631   11.950    2.040    2.468    0.979    1.709    1.216    5.269   24.560
          2         6.027    2.065    3.128    1.656    7.994    1.783    1.778    0.980    1.583    1.142   11.430   25.780
          3         5.911    1.912    3.007    1.575    4.602    2.021    3.301    0.875    1.487    2.267   17.700   35.160
          4         6.092    1.873    2.945    1.582    3.349    1.882    2.633    0.913    1.445    2.808   11.310   32.660
          5         6.883    2.043    2.676    1.492    3.337    1.870    1.849    0.960    1.382    1.972   15.540   15.570

          6         6.893    2.229    2.245    1.383    3.152    1.660    1.437    0.975    1.340    1.502   30.550    8.937
          7         7.133    2.081    2.146    1.367    2.696    1.588    1.431    1.068    1.243    1.400   19.360   15.740
          8         7.049    2.018    2.075    1.397    2.344    1.462    1.372    0.984    1.249    1.294    9.261   25.350
          9         7.166    4.768    2.002    1.445    2.055    1.440    1.359    0.996    1.294    1.183    8.276   11.630
         10         7.695   22.860    1.854    2.352    2.165    1.721    1.435    2.654    1.370    1.161    5.732    7.706

         11         6.138   16.400    2.922    1.721    3.800    2.907    1.459    1.251    1.427    1.407    5.273    6.169
         12         5.679   28.210   11.020    1.506    2.677    2.629    1.465    1.071    1.346    8.029    5.237    5.375
         13         5.812   10.800    5.991    1.372    2.278    1.914    1.451    1.032    1.166    4.723    4.254    4.548
         14         4.742    6.375    4.019    1.578    1.983    1.601    1.518    1.095    1.121    3.785    4.522    4.165
         15         3.934    5.236    3.423    1.688    1.864    1.405    1.496    1.114    1.136   11.210    3.941    4.087

         16         3.502    7.594    3.370    1.729    1.737    1.386    1.501    1.071    1.140    7.313    4.834    4.001
         17         3.278   11.830    3.604    1.787    1.689    1.402    1.571    1.028    1.053    5.147   10.320    4.121
         18         3.009   15.930    3.390    3.749    1.803    1.362    1.699    1.077    1.069    3.715    5.946   51.100
         19         2.755    7.728    2.951    5.270    2.459    1.360    1.762    1.237    1.039    3.803    5.667   25.950
         20         2.427    5.180    2.683    6.050    2.380    1.330    1.539    1.748    1.020    3.248    5.206   11.450

         21         2.224    4.910    2.644    6.879    2.194    1.282    1.870    3.623    1.088    3.046   11.020    7.433
         22         2.203    6.642    2.334    5.984    2.028    1.188    1.896    1.709    1.009    2.356   11.290    5.776
         23         2.112    7.194    2.105   11.320    2.051    1.190    4.124    1.764    1.061    2.098    7.052    4.790
         24         2.018    8.612    1.970    9.914    1.899    1.287    2.982    4.494    1.094    5.187    7.853    4.209
         25         1.895    8.742    2.034    5.841    1.722    1.208    1.439    1.853    1.127    9.260   14.610    3.826

         26         1.929    6.087    1.957    5.467    2.046    1.249    1.285    1.476    1.054    4.886   10.110    3.511
         27         2.138    4.709    1.865    4.996    1.848    1.278    1.068    1.617    1.099    6.509    6.140    3.587
         28         2.328    4.050    1.946    3.493    2.574    1.373    1.286    1.506    1.776   35.970   10.570    3.301
         29         2.087    3.691    1.887    3.046    3.058    1.206    1.539    1.416    1.627   15.920   19.950    3.298
         30         1.969             1.600    2.858    3.040    1.342    1.164    1.348    1.178    7.015   17.250    3.142
         31         2.078             1.567             2.566             1.034    1.357             7.016             2.958
 


 Average            4.194    7.375    2.927    3.404    2.946    1.579    1.749    1.460    1.258    5.406   10.180   11.930
 Lowest             1.895    1.873    1.567    1.367    1.689    1.188    1.034    0.875    1.009    1.142    3.941    2.958
 Highest            7.695   28.210   11.020   11.320   11.950    2.907    4.124    4.494    1.776   35.970   30.550   51.100

 Monthly total
  (million cu m)    11.23    18.48     7.84     8.82     7.89     4.09     4.68     3.91     3.26    14.48    26.39    31.96


 Runoff   (mm)       30       50       21       24       21       11       13       11        9       39       72       87  
 Rainfall (mm)       28       66       26       65       60       31       67       47       28      134      119       88  


 Statistics of monthly data for previous record  (Jan 1957 to Dec 1995)

 Mean      Avg.    10.290    8.051    7.138    4.535    3.221    2.391    2.311    3.066    4.512    6.569    9.014    9.574
 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   15.120   21.660   19.860
           (year)    1993     1990     1994     1986     1993     1966     1958     1985     1985     1981     1963     1986

 Runoff:   Avg.      75       53       52       32       23       17       17       22       32       48       63       69  
           Low       26       12       14       10        8        6        7        6        5        5       13       22  
           High     151      144      148       69       87       60       67       62      143      110      152      144  

 Rainfall: Avg.      88       61       73       52       59       60       71       82       89       92       89       90  
           Low       28       11       22        8       16       15       17       19       14       23       19       21  
           High     178      167      170       89      134      136      173      152      195      177      190      181  


 
 Summary statistics                                                           Factors affecting runoff
                                                                    1996
                                   For 1996       For record        As % of   $ Abstraction for public water supplies.
                                                  preceding 1996    pre-1996  $ Flow reduced by industrial and/or
 Mean flow                        4.524           5.882                  77     agricultural abstractions.
 Lowest yearly mean                               2.890        1973           $ Augmentation from effluent returns.
 Highest yearly mean                              8.199        1986
 Lowest monthly mean              1.258    Sep    0.668    Oct 1972
 Highest monthly mean            11.930    Dec   22.010    Feb 1990
 Lowest daily mean                0.875  3 Aug    0.241  9 Oct 1959
 Highest daily mean              51.100 18 Dec  147.200  6 Oct 1990

 10% exceedance                  10.060          13.360                  75
 50% exceedance                   2.241           2.933                  76
 95% exceedance                   1.069           0.916                 117
 Annual total (million cu m)     143.10          185.60                  77
 Annual runoff (mm)               388             503                    77
 Annual rainfall (mm)             759             906                    84
         {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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