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Water Resources Data - Ohio, Water Year 97, Vol. 1 | Muskingum River Basin

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			03115970   SCHOCALOG RUN AT MONTROSE, OHIO

LOCATION.--Lat 41007'37", long 81037'54", Summit County, Hydrologic Unit 05040001, on northeast bank of small pond 
located at Rosemont Country Club golf course, about 300 feet north of Elgin Drive, about 700 feet east of Cleveland-
Massillon Road, 1.2 miles west northwest of Akron corporate boundary, 1.2 miles southeast of intersection of SR-
18 and I-77, at Fairlawn.
DRAINAGE AREA.--1.59 mi2.
PERIOD OF RECORD.--October 1, 1993, to current year.
GAGE.--Water-stage recorder. Datum of gage is 981 ft above sea level, from topographic map.
REMARKS.--Record fair except for discharges less than 2.0 ft3/s, which are poor. Flow affected by pumping from gage 
pool to water golf course.


	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       .78     1.7      19       2.2       1.8      2.5     2.0     e1.1    e48        4.0       .27     2.1 
   2       .84     1.2       4.7     2.5       1.6     13       1.6     e1.3    e15        3.1       .40     2.0 
   3       .62      .96      2.8     2.2       1.6      3.4     1.6     e8.6     e4.4       .58      .77     2.1 
   4       .47      .82      2.8     2.2      15        2.8     1.5     e3.0     e3.0       .28     3.7      1.6 
   5       .33      .74      2.3     5.0      11        8.6     1.7     e1.8     e2.4       .27      .82     1.6 
 
   6       .29      .63      2.9     2.7       3.2      8.9     1.7     e3.3     e1.8       .21      .59     1.4 
   7       .29     1.4       2.2     1.8       2.5      3.6     1.4     e1.3     e1.4       .08      .29     1.0 
   8       .30     6.2       2.0     1.6       2.3      3.0     1.2     e2.6      1.3       .21      .37     1.5 
   9      2.1      4.4       2.5     2.0       2.3      4.7     1.2     e2.2      1.3      5.4       .48     1.3 
  10      2.4      6.7       2.1     2.2       2.1     11       1.2     e2.1      1.1      1.0       .48     5.4 
 
  11       .97     2.8      23       1.7       1.9      3.2     1.2     e1.3       .86      .48      .26     2.0 
  12       .40     1.8      15       1.4       1.9      2.4    18       e1.6      1.0       .38      .57     1.6 
  13       .40     1.3       4.0     1.3       1.7      2.2     5.8     e1.4      2.4       .40     3.4      1.5 
  14       .34     1.0       2.8     1.1       2.0     15      e1.8     e1.6      1.2       .20      .97     1.4 
  15       .31      .86      2.4     1.1       2.0      3.7    e1.3     e3.9       .75      .38     1.0      1.1 
 
  16       .30      .85      5.0     3.2       1.7      2.5    e1.7     e1.3       .75      .24     4.8      1.0 
  17       .29     1.7      21       1.4       1.6      2.6    e4.4     e1.4      1.1       .13     9.7      1.2 
  18     15        4.3       4.7      .94      4.5      3.2    e1.8     e1.6      7.5       .28     3.3      1.1 
  19     14        1.9       3.0      .85      5.9      2.6    e1.3     e5.8      1.9       .17     1.3      1.3 
  20      8.5      1.7       2.3      .74      3.8      2.4    e1.1     e2.5       .84      .22      .96    20   
 
  21      3.8      1.4       1.9      .65      3.6      2.2     e.96    e1.1       .70      .33     1.2      2.6 
  22      3.1      1.3       1.9     4.7       2.7      2.8    e1.6      e.90      .56      .65     1.4      1.6 
  23      3.1      1.2       5.8     2.8       1.9      2.2    e1.1      e.82      .50      .42     1.3      1.8 
  24      1.9      1.3      18       2.7       1.7      2.0    e2.5      e.82      .48      .26     2.4      1.2 
  25      1.2     10         3.6     7.0       1.3      4.9    e1.0    e28         .74      .35     7.2      1.0 
 
  26       .96    22         2.6     2.0       3.0      4.1     e.76    e6.0      2.5       .73      .93     1.1 
  27       .85     3.7       2.5     8.0      18        2.3    e1.0     e1.8       .68      .45      .58      .92
  28      1.4      2.5       2.5     8.6       3.5      1.9    e3.9     e1.5       .39      .27     2.2       .93
  29      1.3      2.3       2.5     2.3       ---      2.7    e1.1     e2.5       .64      .51     3.3       .92
  30     13        3.7       2.2     1.8       ---      2.9     e.80    e1.6      3.3      1.0      2.8      1.0 
  31      2.7       ---      2.2     1.8       ---      3.0      ---   e14         ---      .61     2.3       ---
 
 TOTAL   82.24    92.36    172.2    80.48    106.1    132.3    68.22   108.74   108.49    23.59    60.04    65.27
 MEAN     2.65     3.08     5.55     2.60     3.79     4.27     2.27     3.51     3.62      .76     1.94     2.18
 MAX        15       22       23      8.6       18       15       18       28       48      5.4      9.7       20
 MIN       .29      .63      1.9      .65      1.3      1.9      .76      .82      .39      .08      .26      .92
 CFSM     1.67     1.94     3.49     1.63     2.38     2.68     1.43     2.21     2.27      .48     1.22     1.37
 IN.      1.92     2.16     4.03     1.88     2.48     3.10     1.60     2.54     2.54      .55     1.40     1.53
 
 STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1994 - 1997, BY WATER YEAR (WY)                                 
 
 MEAN     1.56     2.73     2.41     3.52     2.26     2.81     3.72     2.58     3.09     1.25     1.55     1.65
 MAX      2.65     4.28     5.55     4.31     3.79     4.27     5.54     4.07     3.85     1.69     2.37     3.35
 (WY)     1997     1994     1997     1996     1997     1997     1994     1996     1996     1994     1995     1996
 MIN       .33      .81      .84     2.60      .95     1.63     2.07      .98     2.33      .76      .67      .49
 (WY)     1995     1995     1996     1997     1995     1995     1995     1994     1995     1997     1996     1994
 
 SUMMARY STATISTICS           FOR 1996 CALENDAR YEAR        FOR 1997 WATER YEAR           WATER YEARS 1994 - 1997
 
 ANNUAL TOTAL                        1194.80                    1100.03                                          
 ANNUAL MEAN                            3.26                       3.01                       2.42               
 HIGHEST ANNUAL MEAN                                                                          3.01           1997
 LOWEST ANNUAL MEAN                                                                           1.64           1995
 HIGHEST DAILY MEAN                    36     Apr 30              48     Jun  1              53       Jan 28 1994
 LOWEST DAILY MEAN                       .00  Aug 30                .08  Jul  7                .00    Jun 14 1994
 ANNUAL SEVEN-DAY MINIMUM                .08  Aug 30                .23  Jul 14                .02    Aug 26 1994
 INSTANTANEOUS PEAK FLOW                                          81     Jun  1 e a         101       Apr 12 1994
 INSTANTANEOUS PEAK STAGE                                         13.62  Jun  1 e            14.30    Apr 12 1994
 INSTANTANEOUS LOW FLOW                                             .00  Jun 24                .00    Apr 22 1994
 ANNUAL RUNOFF (CFSM)                   2.05                       1.90                       1.52               
 ANNUAL RUNOFF (INCHES)                27.95                      25.74                      20.71               
 10 PERCENT EXCEEDS                     8.4                        5.8                        4.8                
 50 PERCENT EXCEEDS                     1.4                        1.8                        1.1                
 90 PERCENT EXCEEDS                      .46                        .46                        .28               
 
a Peaks above base shown in table of peak discharges and stages at continuous-record surface-water-discharge stations.
e Estimated.