Station list
05438283 PISCASAW CREEK NEAR WALWORTH, WI
LOCATION.--Lat 42°31'18", long 88°39'39", in NE ¼ NE ¼ sec.25, T.1 N., R.15 E., Walworth County, Hydrologic Unit 07090006, on
right bank 0.9 mi upstream from County Trunk Highway B bridge, 3.2 mi southwest of Walworth.
DRAINAGE AREA.--9.58 mi2.
PERIOD OF RECORD.--September 1992 to current year.
GAGE.--Water-stage recorder. Elevation of gage is 935 ft above sea level, from topographic map.
REMARKS.--No estimated daily discharges. Records are fair. Gage-height telemeter at station.
DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1997 TO SEPTEMBER 1998
DAILY MEAN VALUES
|
---|
DAY | OCT | NOV | DEC | JAN | FEB | MAR | APR | MAY | JUN | JUL | AUG | SEP
|
---|
|
1 | 1.2 | 1.5 | 1.2 | .89 | 1.0 | 1.2 | 3.5 | 3.1 | 2.1 | 3.9 | 2.1 | 1.5
|
2 | 1.3 | 1.5 | 1.2 | .93 | 1.4 | 1.2 | 2.9 | 3.3 | 2.2 | 3.3 | 2.0 | 1.4
|
3 | 1.2 | 1.4 | 1.2 | 1.6 | 1.3 | 1.2 | 2.7 | 3.6 | 2.3 | 4.4 | 2.0 | 1.5
|
4 | 1.1 | 1.3 | 1.2 | 1.9 | 1.3 | 1.2 | 2.4 | 3.2 | 2.3 | 8.4 | 2.1 | 1.5
|
5 | 1.1 | 1.4 | 1.2 | 2.4 | 1.2 | 1.1 | 2.2 | 3.1 | 2.1 | 4.2 | 2.2 | 1.4
|
|
6 | 1.0 | 1.4 | 1.1 | 2.6 | 1.1 | 1.1 | 2.2 | 3.1 | 2.3 | 3.5 | 2.1 | 1.4
|
7 | 1.1 | 1.4 | 1.1 | 2.7 | 1.1 | 1.1 | 2.3 | 13 | 2.3 | 3.5 | 2.0 | 1.5
|
8 | 1.3 | 1.3 | 1.0 | 2.2 | 1.1 | 1.4 | 2.6 | 11 | 2.3 | 3.5 | 1.9 | 1.5
|
9 | 1.4 | 1.2 | .99 | 1.9 | .99 | 1.7 | 3.2 | 5.2 | 2.3 | 3.1 | 1.8 | 1.5
|
10 | 1.3 | 1.2 | .99 | 1.5 | .99 | 1.5 | 3.1 | 4.0 | 2.3 | 2.9 | 1.8 | 1.5
|
|
11 | 1.2 | 1.2 | .99 | 1.5 | 1.7 | 1.4 | 2.6 | 3.5 | 2.6 | 2.8 | 1.8 | 1.5
|
12 | 1.3 | 1.2 | .99 | 1.5 | 2.2 | 1.4 | 2.4 | 3.2 | 2.9 | 2.7 | 1.6 | 1.5
|
13 | 1.5 | 1.2 | .99 | 1.4 | 1.8 | 1.4 | 2.4 | 3.0 | 3.6 | 2.6 | 1.5 | 1.5
|
14 | 1.4 | 1.2 | .99 | 1.4 | 1.5 | 1.3 | 2.3 | 2.6 | 2.8 | 2.5 | 1.5 | 1.8
|
15 | 1.4 | 1.2 | .99 | 1.3 | 1.4 | 1.2 | 2.3 | 2.5 | 2.7 | 2.5 | 1.5 | 2.1
|
|
16 | 1.4 | 1.2 | .99 | 1.2 | 1.4 | 1.2 | 2.9 | 2.5 | 2.5 | 2.5 | 1.5 | 1.9
|
17 | 1.3 | 1.2 | .99 | 1.2 | 1.4 | 1.3 | 2.8 | 2.5 | 2.3 | 2.4 | 1.5 | 1.8
|
18 | 1.4 | 1.2 | .89 | 1.2 | 1.3 | 1.5 | 2.6 | 2.3 | 3.6 | 2.4 | 1.5 | 1.7
|
19 | 1.4 | 1.2 | .89 | 1.2 | 1.2 | 1.5 | 2.6 | 2.3 | 4.4 | 2.4 | 1.5 | 1.7
|
20 | 1.3 | 1.1 | .89 | 1.2 | 1.2 | 1.6 | 2.5 | 2.4 | 2.8 | 2.4 | 1.5 | 1.7
|
|
21 | 1.2 | 1.1 | .89 | 1.2 | 1.2 | 1.5 | 2.9 | 2.4 | 2.6 | 2.9 | 1.5 | 1.6
|
22 | 1.1 | 1.1 | .89 | 1.1 | 1.1 | 1.5 | 3.3 | 2.3 | 2.4 | 2.5 | 1.5 | 1.5
|
23 | 1.1 | .99 | .89 | .99 | 1.1 | 1.4 | 3.2 | 2.1 | 2.3 | 2.5 | 1.6 | 1.5
|
24 | 1.1 | .99 | .89 | .99 | 1.1 | 1.6 | 3.1 | 2.1 | 2.1 | 2.4 | 1.7 | 1.5
|
25 | 1.1 | .98 | .89 | .99 | 1.1 | 2.0 | 3.1 | 2.0 | 36 | 2.3 | 1.7 | 1.5
|
|
26 | 1.2 | .99 | .89 | .99 | 1.3 | 2.0 | 3.2 | 1.8 | 98 | 2.3 | 1.5 | 1.5
|
27 | 1.4 | 1.0 | .89 | .99 | 1.3 | 2.0 | 3.1 | 1.8 | 6.3 | 2.3 | 1.5 | 1.5
|
28 | 1.4 | .99 | .89 | .99 | 1.2 | 2.0 | 3.1 | 2.1 | 59 | 2.3 | 1.6 | 1.5
|
29 | 1.4 | 1.0 | .89 | .99 | --- | 2.0 | 3.1 | 2.3 | 7.0 | 2.2 | 1.6 | 1.5
|
30 | 1.3 | 1.2 | .88 | .99 | --- | 1.8 | 3.1 | 2.1 | 5.1 | 2.2 | 1.5 | 1.5
|
|
31 | 1.4 | --- | .89 | .90 | --- | 3.4 | --- | 2.2 | --- | 2.2 | 1.5 | --- |
TOTAL | 39.3 | 35.84 | 30.56 | 42.84 | 35.98 | 47.7 | 83.7 | 102.6 | 273.5 | 92.0 | 52.6 | 47.0
|
MEAN | 1.27 | 1.19 | .99 | 1.38 | 1.28 | 1.54 | 2.79 | 3.31 | 9.12 | 2.97 | 1.70 | 1.57
|
MAX | 1.5 | 1.5 | 1.2 | 2.7 | 2.2 | 3.4 | 3.5 | 13 | 98 | 8.4 | 2.2 | 2.1
|
MIN | 1.0 | .98 | .88 | .89 | .99 | 1.1 | 2.2 | 1.8 | 2.1 | 2.2 | 1.5 | 1.4
|
CFSM | .13 | .12 | .10 | .14 | .13 | .16 | .29 | .35 | .95 | .31 | .18 | .16
|
IN. | .15 | .14 | .12 | .17 | .14 | .19 | .33 | .40 | 1.06 | .36 | .20 | .18
|
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1992 - 1998, BY WATER YEAR (WY)
|
---|
MEAN | 1.81 | 1.79 | 1.86 | 2.18 | 5.38 | 4.51 | 3.64 | 2.65 | 7.50 | 2.69 | 1.92 | 1.92
|
MAX | 3.68 | 3.29 | 4.54 | 5.85 | 13.1 | 12.0 | 12.4 | 4.40 | 15.0 | 6.22 | 4.27 | 4.48
|
(WY) | 1994 | 1993 | 1993 | 1993 | 1997 | 1993 | 1993 | 1993 | 1993 | 1993 | 1993 | 1993
|
MIN | 1.24 | 1.08 | .99 | 1.16 | 1.23 | .69 | 1.00 | 1.95 | 1.38 | 1.07 | 1.02 | .89
|
(WY) | 1996 | 1997 | 1998 | 1996 | 1995 | 1996 | 1996 | 1995 | 1995 | 1995 | 1995 | 1995
|
SUMMARY STATISTICS | FOR 1997 CALENDAR YEAR | FOR 1998 WATER YEAR | WATER YEARS 1992 - 1998 |
---|
ANNUAL TOTAL | 1049.73 | | 883.62 | | |
|
ANNUAL MEAN | 2.88 | | 2.42 | | 3.12 |
|
HIGHEST ANNUAL MEAN | | | | | 6.41 | 1993
|
LOWEST ANNUAL MEAN | | | | | 1.32 | 1995
|
HIGHEST DAILY MEAN | 251 Feb | 21 | 98 | Jun 26 | 251 | Feb 21 1997
|
LOWEST DAILY MEAN | .74 Jan | 19,20,28 | .88 | Dec 30 | .58 | Mar 10,11 1996
|
ANNUAL SEVEN-DAY MINIMUM | .79 Jan | 26 | .89 | Dec 24 | .62 | Mar 9 1996
|
INSTANTANEOUS PEAK FLOW | | | 433 | Jun 25 | 544 | Jun 17 1996
|
INSTANTANEOUS PEAK STAGE | | | 8.99 | Jun 25 | 10.05 | Jun 30 1993
|
INSTANTANEOUS LOW FLOW | | | .80 | Dec 30 | .58 | (a)Mar 9 1996
|
ANNUAL RUNOFF (CFSM) | .30 | | .25 | | .33 |
|
ANNUAL RUNOFF (INCHES) | 4.08 | | 3.43 | | 4.43 |
|
10 PERCENT EXCEEDS | 2.4 | | 3.1 | | 4.4 |
|
50 PERCENT EXCEEDS | 1.4 | | 1.5 | | 1.7 |
|
90 PERCENT EXCEEDS | .89 | | .99 | | .94 |
|
(a) Also occurred Mar. 10-12, 1996