LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS

                                         F280-R     SANTA FE CHANNEL BELOW SANTA FE DAM


                            DAILY DISCHARGE IN CUBIC FEET PER SECOND WATER YEAR OCT 1994 TO SEP 1995

Day            OCT       NOV       DEC       JAN       FEB       MAR       APR       MAY       JUN       JUL       AUG       SEP
------------------------------------------------------------------------------------------------------------------------------------
 1             0         0         0         1.4     153         2.4      71.9        .5       0           0         0         0 
 2             0         0       164         1.3     149         2.1      72.0        .4       0           0         0         0 
 3             0         1.1     396         1.3     148         2.0      28.5        .2       0           0         0         0 
 4             0        76.3     410         1.4     147         2.2       3.2       0         0           0         0         0 
 5              .1     212       406         1.4     146         2.2       2.0       0         0           0         0         0 

 6              .7     182       399         1.2      57.5       1.4       1.6       0        20.1         0         0         0 
 7             1.4       4.0     359         1.2       2.1       0          .7       0        49.0         0         0         0 
 8             1.4       1.0      40.9       1.2       1.9       0          .6       0        45.2         0         0         0 
 9             1.3       0         8.2       1.2       1.8       0          .7      57.3      42.9         0         0         0 
10             1.7        .3       3.3       1.2       1.6       0          .7     136        42.8         0         0         0 

11             1.3       0         2.3        .9       1.5        .5        .7     138        41.6         0         0         0 
12             0         0         1.4        .9       1.4        .1        .7     138        43.3         0         0         0 
13             0         0         1.0        .8       1.4       0          .6     137        37.9         0         0         0 
14             0         0          .3        .8       1.1       0          .6     135        25.1         0         0         0 
15             0         0          .2        .8       0         0          .6     129        25.5         0         0         0 

16             0         0          .2        .8        .1       0          .6     126        25.7         0         0         0 
17             0         0          .6        .7      62.4        .3        .6     124        25.5         0         0         0 
18             0         0         1.9        .7      94.9        .3        .6     123        25.3         0         0         0 
19             0         0         1.9      57.2      95.3        .3        .5     122        25.1         0         0         0 
20             0         0         1.8     150        94.0        .3        .5     121        24.7         0         0         0 

21             0         0         1.7     151        33.5        .5        .5     121        14.9         0         0         0 
22             0         0         1.7     152         2.2        .3        .5     121          .1         0         0         0 
23             0         0         1.6     106        41.4        .7        .5     121         0           0         0         0 
24             0         0         1.7       1.7     103          .4        .6     121         0           0         0         0 
25             0         0         1.6       1.3     103          .2        .6      71.7       0           0         0         0 

26             0         0         1.5       0       103          .1        .6       5.8       0           0         0         0 
27             0         0         1.5      91.7      36.4        .1        .6       3.7       0           0         0         0 
28             0         0         1.5     151         2.4        .1        .5        .7       0           0         0         0 
29             0         0         1.5     151      ------      49.4        .5        .3       0           0         0         0 
30             0         0         1.5     150      ------      74.9        .5        .2       0           0         0         0 
31             0      ------       1.5     154      ------      71.5    ------       0      ------         0         0    ------ 

TOTAL          7.9     476.7   2,215.3   1,336.1   1,584.9     212.3     193.3   2,053.8     514.7         0         0         0
MEAN            .3      15.9      71.5      43.1      56.6       6.8       6.4      66.3      17.2         0         0         0
MAX            1.7       212       410       154       153      74.9      72.0       138      49.0         0         0         0
MIN              0         0         0         0         0         0        .5         0         0         0         0         0
AC-FT         15.7       946     4,394     2,650     3,144       421       383     4,074     1,021         0         0         0
M3x1000       19.4     1,167     5,420     3,269     3,878       519       472     5,025     1,259         0         0         0

CAL YEAR 1994  TOTAL      2,754.8    MEAN       7.5      MAX       410      MIN         0      AC-FT     5,465     M3x1000     6,740
WTR YEAR 1995  TOTAL      8,595.0    MEAN      23.5      MAX       410      MIN         0      AC-FT    17,049     M3x1000    21,029

                                                                                                      
                                                                                
MAXIMUM INSTANTANEOUS PEAK IS 414 CFS AT 15:00 ON 12/04/94.                     
