Site ID:

1006

Lat.

34.5971

USA

Alabama

River:

Paint Rock

Long.

-86.3138

Site name:

Woodville

Contributing area:

948

km2

Ratio to Comparison Station:

0.04

Latest measurement:

15-Nov-09

Mean annual runoff:

1179

(2003-2007)

Hydrologic status:

Normal flow

Total runoff this year:

143

Latest M/C ratio:

1.10

Seven day total:

Estimated current discharge:

m3/sec

Percent of mean 7-day total:

48.8

(today's value compared to mean for same period, 2003-2007)

Ice-cover determination:

5 yr recurrence flood:

1016

m3/sec

(from Log Pearson III analysis)

Status Codes: 1 = Low flow, 2 = Normal flow, 3 = Flood, 4 = Major Flood

750

m3/sec

(from Gumbel Extreme Value analysis)

Comparison Station Information:

Tokwe Confluence D/s C/s (1495240)

Contributing Area:

7280

sq mi

23237

sq km

(Data from this gaging station are used for the calibration to discharge, with an adjustment for different contributing areas)

Notes:

Comparison station is placeholder, only; this site is not yet calibrated to actual discharge

Discharge and runoff, based on satellite remote sensing (NASA AMSR-E data)

(For U.S, sites, nearby ground station discharge may also be shown)

2008-Present

2002-Present

Annual

Monthly Total Runoff (mm), computed from above satellite-based discharge data

Runoff

(mm)

Jan

Feb

Mar

April

May

June

July

Aug

Sept

Oct

Nov

Dec

130

2002

no data

7.6

9.4

26.1

79.4

1354

2003

264.5

131.0

92.5

53.2

207.8

45.2

9.4

15.9

204.5

9.4

148.8

172.1

2399

2004

457.0

213.4

284.1

240.0

29.6

9.1

15.4

9.4

9.1

84.8

363.1

683.6

1817

2005

820.3

821.0

88.3

19.6

9.4

9.1

1.2

9.1

9.4

8.8

12.0

109

2006

26.2

8.5

9.1

9.4

9.1

9.4

9.1

9.4

0.0

217

2007

9.4

8.5

9.4

9.1

9.4

9.1

9.4

9.1

9.4

116.2

9.1

143

2008

9.4

10.6

9.4

9.1

9.4

9.1

9.4

9.1

9.4

9.1

39.6

200

2009

89.1

8.5

24.8

9.1

16.6

9.1

9.4

9.1

9.4

5.4

0.0

Discharge is estimated directly via a rating equation from the remote sensing data (M/C ratio) shown below.