U.S. Geological Survey
Water Resources Data - Ohio, Water Year 97, Vol. 2 | Cuyahoga River Basin

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                                      04206211 PARK CREEK AT BATH CENTER, OHIO


LOCATION.--Lat 41010'44", long 81038'09", Summit County, Hydrologic Unit 04110002, on upstream left bank at       
culvert under the entrance of the Bath Community Center, 200 ft east of Cleveland-Massillon Road, 0.7 mi north       
of Bath Road, 3.7 mi northwest of Akron corporate boundary.
DRAINAGE AREA.--0.826 mi2.
PERIOD OF RECORD.--October 1, 1991, to current year.
GAGE.--Water-stage recorder. Elevation of gage is 980 ft above sea level, from topographic map.
REMARKS.--Records poor.


                          DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1996 TO SEPTEMBER 1997                   
                                                           DAILY MEAN VALUES                                                
 
 DAY       OCT      NOV      DEC      JAN      FEB      MAR      APR      MAY      JUN      JUL      AUG      SEP
 
   1       .28     1.2     15        1.0      1.0      1.9      1.1       .43    38         .10      .02      .07
   2       .27     1.1      3.2      1.2       .95     6.8      1.0       .61    11         .10      .02      .07
   3       .23     1.0      2.0      1.1      1.0      2.0       .98     7.1      3.6       .08      .02      .07
   4       .15      .67     1.8      1.1     12        1.8       .65     2.5      1.7       .07      .02      .06
   5       .14      .65     1.6      2.4      5.9      5.9       .80     1.6      1.2       .05      .02      .05
 
   6       .14      .47     1.6      1.3      2.2      4.5       .80     2.0      1.0       .05      .02      .04
   7       .14      .98     1.4      e.70     1.4      2.6       .59     1.4      1.0       .05      .01      .03
   8       .14     3.6      1.2      e.45     1.3      2.0       .47     1.5       .90      .05      .01      .02
   9       .56     3.4      1.3      e.35     1.3      2.7       .40     1.6       .65      .39      .01      .02
  10       .52     3.3      1.3      e.30     1.1      3.8       .34     1.6       .65      .23      .01      .35
 
  11       .19     1.9     25        e.28      .84     1.8       .34     1.3       .65      .14      .01      .05
  12       .10     1.5      6.0      e.26      .76     1.1     13        1.2       .65      .09      .01      .05
  13       .10     1.3      2.8      e.25    e1.0      1.0      3.3      1.1      2.3       .07      .17      .05
  14       .10     1.2      1.6      e.25      .95    11        1.6      1.3       .66      .06      .12      .05
  15       .10     1.1      1.2      1.5       .47     2.8      1.2      1.8       .34      .05      .09      .05
 
  16       .10     1.1      3.1      7.3      e.43    e1.6      1.2      1.1       .34      .05     4.8       .05
  17       .10     1.4     15         .48     e.41     1.4      1.5      1.0       .29      .05     3.0       .05
  18      6.7      2.1      2.4       .29     2.9      1.5      1.1      1.0      1.4       .05      .72      .05
  19      7.0      1.3     e1.1       .28     6.4      1.3       .89     1.6       .35      .05      .21      .72
  20      5.3      1.2      e.92      .30     2.7      1.1       .72     1.1       .29      .05      .14     8.0 
 
  21      2.5      1.1      e.84      .30     1.8      1.2       .65      .58      .27      .05      .13     1.2 
  22      1.9       .95      .82    14         .96     1.8       .85      .46      .22      .05      .34     1.0 
  23      1.8       .65     4.5      2.4       .65     1.1       .66      .47      .19      .04      .27      .87
  24      1.4       .62    11       e1.3       .50      .99     1.4       .44      .13      .03      .65      .32
  25      1.2      7.8      2.3      4.9      e.50     2.5       .77    17         .11      .03     1.4       .23
 
  26      1.1     11       e1.3     e1.2      1.5      2.6       .49     3.1       .49      .03      .78      .14
  27       .87     2.0      1.2      6.2     15        1.2       .57     1.5       .26      .03      .11      .09
  28       .89     1.5      1.7     e3.0      2.4      1.1      1.6      1.2       .22      .03      .08      .07
  29       .82     1.4      1.2     e1.2       ---     1.1       .62     1.7       .14      .03      .07      .07
  30      6.9      2.2      1.0     e1.1       ---     1.7       .40     1.5       .10      .03      .07      .07
  31      1.5       ---     1.0      1.0       ---     1.6       ---    14         ---      .02      .07      ---
 
 TOTAL   43.24    59.69   116.38    57.69    68.32    75.49    39.99    74.79    69.10     2.20    13.40    13.96
 MEAN     1.39     1.99     3.75     1.86     2.44     2.44     1.33     2.41     2.30     .071      .43      .47
 MAX       7.0       11       25       14       15       11       13       17       38      .39      4.8      8.0
 MIN       .10      .47      .82      .25      .41      .99      .34      .43      .10      .02      .01      .02
 CFSM     1.68     2.40     4.52     2.24     2.94     2.93     1.61     2.91     2.78      .09      .52      .56
 IN.      1.94     2.68     5.22     2.59     3.06     3.38     1.79     3.35     3.10      .10      .60      .63
 
 STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1992 - 1997, BY WATER YEAR (WY)                                 
 
 MEAN      .37     1.27     1.51     2.21     1.24     1.84     1.79     1.11      .98      .67      .39      .47
 MAX      1.39     3.46     3.95     3.45     2.44     3.06     2.71     2.41     2.30     2.84      .86     1.09
 (WY)     1997     1993     1993     1993     1997     1993     1996     1997     1997     1992     1994     1992
 MIN      .012     .038      .21     1.20      .43      .83     1.26      .31      .12     .004     .000     .030
 (WY)     1995     1995     1992     1992     1993     1994     1995     1993     1992     1996     1993     1993
 
 SUMMARY STATISTICS           FOR 1996 CALENDAR YEAR        FOR 1997 WATER YEAR           WATER YEARS 1992 - 1997
 
 ANNUAL TOTAL                         650.19                     634.25                                          
 ANNUAL MEAN                            1.78                       1.74                       1.15               
 HIGHEST ANNUAL MEAN                                                                          1.74           1997
 LOWEST ANNUAL MEAN                                                                            .66           1995
 HIGHEST DAILY MEAN                    27     May 11              38     Jun  1              38       Jun  1 1997
 LOWEST DAILY MEAN                       .00  Jun 30                .01  Aug  7                .00    Jul 17 1993
 ANNUAL SEVEN-DAY MINIMUM                .00  Jul  2                .01  Aug  6                .00    Jul 17 1993
 INSTANTANEOUS PEAK FLOW                                          92     Dec 11 a           162       Dec 30 1992
 INSTANTANEOUS PEAK STAGE                                         13.27  Dec 11              15.18    Dec 30 1992
 INSTANTANEOUS LOW FLOW                                             .01  Aug  7                .00    Aug 21 1993
 ANNUAL RUNOFF (CFSM)                   2.14                       2.09                       1.39               
 ANNUAL RUNOFF (INCHES)                29.14                      28.43                      18.89               
 10 PERCENT EXCEEDS                     4.0                        3.3                        2.7                
 50 PERCENT EXCEEDS                      .77                        .95                        .31               
 90 PERCENT EXCEEDS                      .00                        .05                        .01               
 
a Peaks above base shown in table of peak discharges and stages at continuous-record surface-water-discharge stations.
e Estimated.


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