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



			03223425 WHETSTONE CREEK AT MOUNT GILEAD, OHIO

LOCATION.--Lat 40032'56", long 82049'17", Morrow County, Hydrologic Unit 05060001, on left upstream bank at State 
Route 95 bridge on east side of city, 0.3 mi downstream from Mount Gilead Lakes in Mount Gilead State Park.
DRAINAGE AREA.--37.9 mi2.
PERIOD OF RECORD.--October 1996 to September 1997.
GAGE.--Water-stage recorder. Datum of gage is 1,074.00 ft above sea level.
REMARKS.--Records fair except for periods of estimated record, which are 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     e20      e15       e150    e37        e27       52       25       24   1030        6.4      2.2      2.3
   2     e12      e11       e250    e33        e22      375       21       24    360        6.0      2.1      2.0
   3      e7.0     e8.0      e64    e30        e28      119       19       89    128        5.6      2.2      1.8
   4      e5.0     e7.0       48    e28       e100       62       18       96     75        4.8      3.6      1.4
   5      e4.5     e6.0       40    e45       e250      388       20       54     49        4.2      3.4      1.4
 
   6      e4.0     e5.4       38    e80       e300      386       23       48     37        4.0      2.8      1.8
   7      e3.7     e6.0       37    e40       e150      123       18       37     28        3.8      2.1      1.6
   8      e3.6    e10         34    e25        e50       76       15       42     24        3.4      1.6      1.4
   9      e3.2    e12         30    e19        e30       76       14       80     20       32        1.4      1.7
  10      e3.5    e15        e25    e16        e22      275       13       51     17       18        1.4      8.1
 
  11      e4.0    e15       e100    e14        e20       93       13       37     15        9.1      1.6      5.2
  12      e4.5    e13       e400    e13        e18       53       25       32     14        6.3      2.1      3.6
  13      e4.5    e11       e450    e13        e17       40       42       27     14        4.9      3.4      2.7
  14      e3.5    e10       e250    e12         16      262       30       24     13        4.7      3.4      2.2
  15      e3.0     e8.4      e80    e12         16      131       23       24     11        9.0      6.4      1.9
 
  16      e2.8     e7.6      e66    e11         13       57       20       21     11        6.0     14        1.8
  17      e2.7     e7.2     e200    e11         15       43       21       19     12        4.2     96        1.7
  18      e6.0     e7.2     e400    e10         23       38       20       19     14        3.1     45        1.4
  19      e8.0     e7.4     e250    e10         96       38       18       35     13        3.1     19        1.4
  20     e12       e7.8     e100     e9.6       86       34       18       38     11        2.8     14        2.3
 
  21     e13       e8.0      e50    e20        119       30       22       25      9.8      2.1     16        2.0
  22      e7.4     e7.0      e38    e45         79       27       21       20      8.6      2.3     11        1.6
  23      e6.6     e6.4      e45   e130         38       24       20       16      7.8      2.8      7.7      1.7
  24      e7.0     e6.0     e200   e100         26       21       19       15      6.9      2.9      6.1      1.7
  25      e7.4     e5.8     e350    e70         21       21       18      218      6.2      2.0      6.0      1.4
 
  26      e7.8    e80       e150    e56         25       26       17      287      6.6      2.2      5.1      1.2
  27      e6.0   e250        e54    e45        330       24       17       71      6.9      5.0      4.2      1.1
  28      e5.6   e150        e56   e170        109       22       22       39      6.0      9.9      3.8      1.0
  29      e8.0    e50        e72   e120        ---       25       21       33      5.4     11        2.9      1.1
  30     e12      e90        e60    e60        ---       25       18       35      5.1      5.2      2.6      1.0
  31     e20        ---      e45    e35        ---       30      ---      261      ---      3.0      2.4      ---
 
 TOTAL   218.3    843.2     4132   1319.6     2046     2996      611     1841   1965.3    189.8    295.5     61.5
 MEAN     7.04     28.1      133     42.6     73.1     96.6     20.4     59.4     65.5     6.12     9.53     2.05
 MAX        20      250      450      170      330      388       42      287     1030       32       96      8.1
 MIN       2.7      5.4       25      9.6       13       21       13       15      5.1      2.0      1.4      1.0
 
 STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1997 - 1997, BY WATER YEAR (WY)                                 
 
 MEAN     7.04     28.1      133     42.6     73.1     96.6     20.4     59.4     65.5     6.12     9.53     2.05
 MAX      7.04     28.1      133     42.6     73.1     96.6     20.4     59.4     65.5     6.12     9.53     2.05
 (WY)     1997     1997     1997     1997     1997     1997     1997     1997     1997     1997     1997     1997
 MIN      7.04     28.1      133     42.6     73.1     96.6     20.4     59.4     65.5     6.12     9.53     2.05
 (WY)     1997     1997     1997     1997     1997     1997     1997     1997     1997     1997     1997     1997
 
 SUMMARY STATISTICS                            FOR 1997 WATER YEAR
 
 ANNUAL TOTAL                                    16519.2          
 ANNUAL MEAN                                        45.3          
 HIGHEST DAILY MEAN                               1030      Jun  1
 LOWEST DAILY MEAN                                   1.0    Sep 28
 ANNUAL SEVEN-DAY MINIMUM                            1.2    Sep 24
 INSTANTANEOUS PEAK FLOW                          1460      Jun  1
 INSTANTANEOUS PEAK STAGE                            8.00   Jun  1
 INSTANTANEOUS LOW FLOW                              1.0    Sep 28
 10 PERCENT EXCEEDS                                104            
 50 PERCENT EXCEEDS                                 17            
 90 PERCENT EXCEEDS                                  2.3          
 
e Estimated.


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