| Site ID: |
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459 |
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Lat. |
28.6910 |
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USA |
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0 |
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| River: |
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Guadalupe |
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Long. |
-97.0044 |
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| Site name: |
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0 |
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Contributing
area: |
14318 |
km2 |
Ratio to Comparison
Station: |
0.62 |
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| Latest measurement: |
10-Nov-09 |
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Mean annual
runoff: |
332 |
mm |
(2003-2007) |
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| Hydrologic status: |
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2 |
Normal flow |
Total runoff
this year: |
100 |
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: |
4.0 |
% |
(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: |
1603 |
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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1547 |
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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| 513 |
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2002 |
no data |
no data |
no data |
no data |
no data |
no data |
no data |
24.9 |
58.3 |
115.8 |
183.5 |
130.5 |
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| 398 |
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2003 |
49.3 |
40.1 |
57.1 |
18.4 |
14.6 |
55.4 |
40.5 |
17.6 |
58.6 |
16.1 |
24.9 |
5.5 |
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| 625 |
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2004 |
0.6 |
0.6 |
5.3 |
100.8 |
113.8 |
78.4 |
48.0 |
18.7 |
10.0 |
103.1 |
103.6 |
42.0 |
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| 230 |
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2005 |
9.3 |
28.3 |
99.1 |
5.8 |
18.8 |
45.7 |
4.6 |
5.4 |
5.3 |
4.0 |
2.5 |
0.7 |
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| 153 |
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2006 |
0.7 |
0.7 |
4.7 |
13.4 |
15.7 |
17.0 |
43.2 |
36.1 |
16.5 |
5.0 |
0.0 |
0.0 |
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| 254 |
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2007 |
5.8 |
1.2 |
31.9 |
29.0 |
22.4 |
14.1 |
65.4 |
38.3 |
20.4 |
16.0 |
5.1 |
4.3 |
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| 100 |
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2008 |
8.5 |
5.4 |
17.6 |
4.6 |
18.1 |
9.9 |
7.6 |
19.9 |
5.8 |
0.6 |
0.6 |
0.8 |
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| 39 |
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2009 |
1.5 |
0.6 |
2.3 |
1.5 |
1.6 |
10.9 |
5.2 |
9.3 |
2.6 |
3.6 |
0.3 |
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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