| Site ID: |
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985 |
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Lat. |
37.4330 |
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USA |
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Kentucky |
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| River: |
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Green |
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Long. |
-86.9488 |
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| Site name: |
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Harford |
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Contributing
area: |
2554 |
km2 |
Ratio to Comparison
Station: |
0.11 |
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| Latest measurement: |
28-Oct-09 |
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Mean annual
runoff: |
151 |
mm |
(2003-2007) |
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| Hydrologic status: |
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2 |
Normal flow |
Total runoff
this year: |
1352 |
mm |
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| Latest M/C ratio: |
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1.10 |
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Seven day
total: |
1 |
mm |
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| Estimated current discharge: |
3 |
m3/sec |
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Percent of
mean 7-day total: |
100.0 |
% |
(today's value compared to
mean for same period, 2003-2007) |
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| Ice-cover determination: |
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5 yr
recurrence flood: |
782 |
m3/sec |
(from Log Pearson III
analysis) |
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| Status Codes: 1 = Low
flow, 2 = Normal flow, 3 = Flood, 4 = Major Flood |
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882 |
m3/sec |
(from Gumbel Extreme Value
analysis) |
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| Comparison Station Information: |
Tokwe
Confluence D/s C/s (1495240) |
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Contributing
Area: |
7280 |
sq mi |
23237 |
sq km |
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| (Data from this gaging station are used for the calibration to
discharge, with an adjustment for different contributing areas) |
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| Notes: |
Comparison station is
placeholder, only; this site is not yet calibrated to actual discharge |
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| Discharge and runoff, based on satellite remote sensing (NASA
AMSR-E data) |
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| (For U.S, sites, nearby ground station discharge may also be
shown) |
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2008-Present |
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2002-Present |
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| Annual |
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Monthly Total Runoff (mm),
computed from above satellite-based discharge data |
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| Runoff |
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| (mm) |
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Jan |
Feb |
Mar |
April |
May |
June |
July |
Aug |
Sept |
Oct |
Nov |
Dec |
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| 46 |
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2002 |
no data |
no data |
no data |
no data |
no data |
no data |
no data |
2.7 |
2.8 |
3.5 |
3.4 |
34.1 |
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| 180 |
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2003 |
43.6 |
44.6 |
19.1 |
14.7 |
31.5 |
6.1 |
3.5 |
3.5 |
3.4 |
3.5 |
2.8 |
3.5 |
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| 97 |
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2004 |
8.9 |
4.9 |
3.5 |
9.3 |
5.4 |
44.2 |
3.5 |
3.5 |
3.4 |
3.5 |
3.4 |
3.5 |
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| 127 |
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2005 |
35.5 |
3.1 |
6.8 |
52.1 |
6.1 |
3.4 |
0.4 |
3.4 |
4.4 |
3.5 |
5.1 |
3.5 |
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| 71 |
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2006 |
8.6 |
3.1 |
25.8 |
4.6 |
3.5 |
3.4 |
3.5 |
3.7 |
5.3 |
10.0 |
0.0 |
0.0 |
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| 282 |
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2007 |
5.1 |
3.4 |
22.7 |
15.1 |
3.5 |
7.0 |
3.5 |
3.5 |
3.4 |
7.3 |
3.4 |
204.3 |
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| 1352 |
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2008 |
7.9 |
200.8 |
418.0 |
582.1 |
70.6 |
6.3 |
3.5 |
3.5 |
3.4 |
3.5 |
3.4 |
48.7 |
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| 306 |
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2009 |
6.2 |
23.0 |
3.8 |
21.1 |
174.8 |
61.4 |
3.5 |
3.5 |
3.4 |
5.8 |
0.0 |
0.0 |
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| Discharge is estimated directly via a rating equation from
the remote sensing data (M/C ratio) shown below. |
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