| Site ID: |
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1191 |
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Lat. |
-35.0571 |
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Argentina |
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0 |
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| River: |
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Salado |
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Long. |
-60.2342 |
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| Site name: |
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0 |
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Contributing
area: |
12210 |
km2 |
Ratio to Comparison
Station: |
0.53 |
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| Latest measurement: |
16-Nov-09 |
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Mean annual
runoff: |
338 |
mm |
(2003-2007) |
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| Hydrologic status: |
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2 |
Normal flow |
Total runoff
this year: |
91 |
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: |
13.8 |
% |
(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: |
1418 |
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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1645 |
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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| 260 |
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2002 |
no data |
no data |
no data |
no data |
no data |
no data |
no data |
0.6 |
0.6 |
20.9 |
133.9 |
103.9 |
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| 801 |
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2003 |
179.5 |
105.0 |
147.6 |
97.3 |
94.3 |
59.4 |
1.5 |
3.3 |
9.4 |
45.8 |
18.5 |
38.9 |
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| 333 |
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2004 |
65.4 |
43.5 |
16.4 |
72.9 |
5.8 |
1.7 |
8.1 |
6.2 |
3.8 |
9.8 |
10.3 |
88.6 |
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| 236 |
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2005 |
31.9 |
59.9 |
34.4 |
6.5 |
4.2 |
16.9 |
9.9 |
4.8 |
3.6 |
10.9 |
31.2 |
22.0 |
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| 134 |
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2006 |
2.4 |
22.1 |
15.1 |
25.8 |
2.2 |
7.0 |
17.7 |
0.8 |
0.7 |
40.4 |
0.0 |
0.0 |
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| 189 |
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2007 |
40.6 |
54.1 |
29.3 |
8.2 |
6.9 |
15.6 |
6.3 |
1.1 |
3.9 |
6.1 |
10.5 |
6.3 |
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| 91 |
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2008 |
20.3 |
23.2 |
15.1 |
0.7 |
0.7 |
0.7 |
5.7 |
0.7 |
0.7 |
11.1 |
6.6 |
5.8 |
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| 93 |
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2009 |
8.8 |
4.8 |
0.7 |
73.8 |
0.7 |
0.7 |
0.7 |
0.7 |
0.7 |
0.7 |
0.4 |
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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