SALT LAKE COUNTY PUBLIC WORKS DEPARTMENT
                                                        ENGINEERING DIVISION
              
                                       #620        EMIGRATION CREEK AT THE CANYON MOUTH

USGS #: 10172000
                                                                                                                
                   DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964                   
                                                DAILY MEAN VALUES                                                
 
 DAY       OCT      NOV      DEC      JAN      FEB      MAR      APR      MAY      JUN      JUL      AUG      SEP
 
   1       .40      .80      .50      .50      .50      .60      .80       39       21     11        5.0      2.0
   2       .40      .80      .50      .50      .50      .60     1.0        41       19     15        5.0      1.3
   3       .40      .80      .50      .50      .50      .60     1.0        33       19     10        5.0      2.0
   4       .40      .80      .50      .50      .50      .60     1.0        29       18      9.4      4.8      2.0
   5       .50      .80      .60      .50      .50      .60     1.2        33       21      9.4      4.5      1.3
 
   6       .50      .80      .60      .50      .50      .60     1.3        24       26      9.1      4.5      1.6
   7       .50     1.0       .60      .50      .50      .60     1.6        27       35      8.8      4.5      1.3
   8       .50     1.0       .50      .50      .50      .60     1.6        33       25      8.4      4.5      1.1
   9       .50      .60      .50      .50      .50      .60     2.0        33       19      8.2      4.5      1.3
  10       .40      .60      .50      .50      .50      .60     5.3        41       19      8.2      4.5      1.3
 
  11       .40      .60      .50      .50      .50      .60     5.3        45       17      7.9      3.8      1.3
  12       .40      .50      .60      .50      .50      .60     6.6        47       17      7.6      3.2      1.3
  13       .40      .50      .60      .50      .50      .60     5.8        56       17      7.6      3.2      1.6
  14       .40      .50      .60      .50      .50      .60     7.9        78       16      7.6      3.2      1.6
  15       .40      .50      .60      .50      .50      .60    11          87       14      7.6      3.2      1.3
 
  16       .40      .80      .50      .50      .50      .60    16          87       14      7.4      3.2      1.1
  17       .40      .80      .50      .50      .50      .60    13          80       16      6.8      3.2      1.1
  18       .40      .80      .50      .50      .50      .60    11          72       16      6.8      3.0      1.1
  19       .40      .60      .60      .50      .50      .60    11          59       17      6.6      3.0      1.1
  20       .40      .50      .60      .50      .50      .60    11          52       16      6.3      3.0      1.1
 
  21       .40      .50      .50      .50      .50      .60    11          50       16      6.6      3.0      1.1
  22       .40      .50      .50      .50      .50      .60    10          46       16      6.6      3.0      1.1
  23       .40      .60      .50      .50      .50      .60    11          41       15      6.6      3.0      1.6
  24       .40      .60      .60      .50      .50      .60    12          37       14      6.0      3.0      1.6
  25       .40      .50      .60      .60      .50      .60    12          33       13      5.8      2.5      1.6
 
  26       .40      .50      .60      .60      .50      .80    11          29       13      5.8      2.0      1.8
  27       .40      .50      .50      .60      .50      .80    12          29       13      5.8      2.0      1.8
  28       .40      .50      .50      .60      .50      .80    16          27       13      5.3      2.0      1.8
  29       .50      .50      .50      .50      .50      .80    25          26       13      5.0      2.0      1.6
  30       .80      .50      .60      .50      ---      .80    30          26       11      5.0      2.0      1.1
  31       .80      ---      .60      .50      ---      .80      ---       23      ---      4.8      2.0      ---
 
 TOTAL   13.80    19.30    16.90    15.90    14.50    19.80   265.40     1363      519    233.0    105.3     42.9
 MEAN      .45      .64      .55      .51      .50      .64     8.85     44.0     17.3     7.52     3.40     1.43
 MAX       .80      1.0      .60      .60      .50      .80       30       87       35       15      5.0      2.0
 MIN       .40      .50      .50      .50      .50      .60      .80       23       11      4.8      2.0      1.1
 AC-FT      27       38       34       32       29       39      526     2700     1030      462      209       85
 
 WTR YR 1964   TOTAL 2628.80  MEAN 7.18  MAX 87  MIN .40  AC-FT 5210