| Site ID: |
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466 |
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Lat. |
33.0655 |
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USA |
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Arkansas |
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| River: |
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Red |
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Long. |
-93.8401 |
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| Site name: |
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Spring Bank |
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Contributing
area: |
146958 |
km2 |
Ratio to Comparison
Station: |
6.32 |
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| Latest measurement: |
10-Nov-09 |
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Mean annual
runoff: |
51 |
mm |
(2003-2007) |
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| Hydrologic status: |
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2 |
Normal flow |
Total runoff
this year: |
62 |
mm |
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| Latest M/C ratio: |
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1.30 |
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Seven day
total: |
1 |
mm |
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| Estimated current discharge: |
774 |
m3/sec |
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Percent of
mean 7-day total: |
507.4 |
% |
(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: |
1414 |
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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1415 |
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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| 16 |
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2002 |
no data |
no data |
no data |
no data |
no data |
no data |
no data |
0.8 |
1.8 |
1.2 |
3.5 |
9.1 |
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| 49 |
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2003 |
11.6 |
5.0 |
11.5 |
4.2 |
4.6 |
4.2 |
2.6 |
2.5 |
0.6 |
0.1 |
0.1 |
1.8 |
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| 57 |
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2004 |
1.8 |
5.7 |
10.4 |
4.0 |
4.9 |
6.4 |
4.7 |
0.1 |
0.3 |
3.1 |
7.7 |
8.0 |
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| 46 |
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2005 |
10.2 |
6.0 |
7.0 |
7.1 |
1.5 |
1.9 |
0.4 |
1.7 |
2.0 |
1.5 |
3.1 |
3.8 |
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| 33 |
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2006 |
2.8 |
5.2 |
7.0 |
6.0 |
3.2 |
2.7 |
2.2 |
1.2 |
1.4 |
1.5 |
0.0 |
0.0 |
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| 69 |
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2007 |
11.9 |
7.2 |
3.6 |
3.4 |
3.4 |
6.6 |
9.2 |
5.9 |
5.3 |
2.7 |
2.1 |
7.1 |
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| 62 |
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2008 |
5.1 |
9.6 |
11.0 |
7.3 |
5.4 |
5.3 |
3.1 |
1.6 |
2.3 |
2.0 |
4.9 |
4.4 |
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| 82 |
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2009 |
5.4 |
3.6 |
6.3 |
7.5 |
15.9 |
8.3 |
4.4 |
4.6 |
5.3 |
12.3 |
8.4 |
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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