019001    Almond at Craigiehall                                                                                    1997


           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         2.743    2.051   37.210    2.348    1.059    1.108   34.300    2.212    1.443    1.382    1.424    5.433
          2         2.985    2.332   24.020    2.094    0.930    1.120   10.520    1.820    1.278    1.332    1.461    4.128
          3         3.669    8.166   13.390    1.853    1.090    1.051   16.930    1.463    2.108    1.260    1.448    3.479
          4         3.522    8.638    9.204    1.761   32.820    0.991    7.587    1.287    1.542    1.329    1.458    3.190
          5         3.298    5.205    7.774    2.061   23.810    1.176    4.372    1.226    1.331    1.547    3.116    3.071

          6         3.004    5.381    6.555    1.636    9.248    1.325    3.305    1.112    1.273    1.724    3.639    6.524
          7         2.911    4.252    5.928    1.591    7.150    1.247    2.996    1.134    1.265    1.554    2.678    5.821
          8         2.956    4.444    5.258    1.536    7.474    1.391    2.530    1.098    1.296    1.751    6.722   16.610
          9         3.385    8.991    4.664    1.454    4.942    1.162    2.136    1.083    1.254    5.799    6.230   17.780
         10         3.157   32.600    4.292    1.401    4.031    1.151    1.843    1.132    1.246   11.720    4.057   26.380

         11        12.000   29.510    3.792    1.266    6.588    6.659    1.719    1.423    1.273    4.154    4.395   65.480
         12        17.270   41.760    3.511    1.138    7.338    7.645    1.573    1.242    1.429    2.671    3.459   16.830
         13         8.184   19.020    3.908    1.141    9.399    5.463    1.964   17.360    1.330    2.164    2.976   11.230
         14         5.756    9.769    4.346    1.151    7.707    8.218    1.695   10.100    1.528    2.627    2.791    7.887
         15         4.576    6.838    5.576    1.109    4.199    4.454    1.701    3.342    2.103    3.190    3.557    6.114

         16         3.953    6.484    9.188    1.092    3.112    3.070    1.801    2.154    9.318    7.128    4.703    5.286
         17         3.844   37.530    6.486    1.065    4.904    2.281    1.648    1.745    4.861    7.537    4.537    4.582
         18         3.684   26.250    7.334    1.070    6.107    1.943    1.522    1.401    2.625    6.286    5.578    7.385
         19         3.434   42.370    6.690    1.043    5.623    3.095    1.457    1.241    2.076    4.026    4.589   14.830
         20         3.056   65.850    4.491    0.958   21.410    4.925    1.552    1.220    1.762    3.002    4.516   25.300

         21         2.891   33.110    3.478    1.067   11.510   15.860    1.770    1.377    1.676    2.462    9.490   10.930
         22         2.866   15.280    3.262    0.998    5.891   18.920    1.843    1.182    1.532    2.153    4.805    7.730
         23         2.547   15.480    3.480    2.113    3.689    7.902    2.151    1.075    1.314    1.909    3.575    8.463
         24         2.490   12.580    4.202    3.381    2.661    4.286    2.152    1.056    1.280    1.715    3.661   13.050
         25         2.394    9.794    3.525    1.673    2.209    3.238    1.634    1.138    1.267    1.565    3.305   34.310

         26         2.348    8.005    4.302    1.235    1.992    2.876    1.631    1.078    1.211    1.564    3.081   18.800
         27         2.285   12.100   11.510    1.142    1.675    3.018    1.821    1.806    1.220    1.530    3.959    9.825
         28         2.128   12.390    7.272    1.875    1.415    5.611    2.100    1.257    1.279    1.465    4.002    7.614
         29         2.097             4.073    1.467    1.282    3.719    2.321    1.185    1.375    1.421   20.400    6.238
         30         2.072             3.116    1.140    1.165    7.224    2.336    1.087    1.354    1.469    9.544    7.227
         31         2.008             2.700             1.121             2.222    1.239             1.425             7.022
 


 Average            3.984   17.360    7.243    1.495    6.566    4.404    4.037    2.202    1.862    2.931    4.639   12.530
 Lowest             2.008    2.051    2.700    0.958    0.930    0.991    1.457    1.056    1.211    1.260    1.424    3.071
 Highest           17.270   65.850   37.210    3.381   32.820   18.920   34.300   17.360    9.318   11.720   20.400   65.480

 Monthly total
  (million cu m)    10.67    42.01    19.40     3.88    17.59    11.42    10.81     5.90     4.82     7.85    12.02    33.57


 Runoff   (mm)       29      114       53       11       48       31       29       16       13       21       33       91  
 Rainfall (mm)       22      168       63       31      111      134       49       43       49       55       75      120  


 Statistics of monthly data for previous record  (Jan 1957 to Dec 1996)

 Mean      Avg.    10.140    8.034    7.033    4.506    3.215    2.371    2.297    3.026    4.431    6.540    9.043    9.633
 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.      74       53       51       32       23       17       17       22       31       47       64       70  
           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.      87       61       72       53       59       59       71       81       87       93       90       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
                                                                    1997
                                   For 1997       For record        As % of   $ Abstraction for public water supplies.
                                                  preceding 1997    pre-1997  $ Flow reduced by industrial and/or
 Mean flow                        5.706           5.848                  98     agricultural abstractions.
 Lowest yearly mean                               2.890        1973           $ Augmentation from effluent returns.
 Highest yearly mean                              8.199        1986
 Lowest monthly mean              1.495    Apr    0.668    Oct 1972
 Highest monthly mean            17.360    Feb   22.010    Feb 1990
 Lowest daily mean                0.930  2 May    0.241  9 Oct 1959
 Highest daily mean              65.850 20 Feb  147.200  6 Oct 1990

 10% exceedance                  12.130          13.230                  92
 50% exceedance                   3.029           2.917                 104
 95% exceedance                   1.102           0.920                 120
 Annual total (million cu m)     179.90          184.50                  98
 Annual runoff (mm)               488             500                    98
 Annual rainfall (mm)             920             903                   102
         {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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