| Site ID: |
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1063 |
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Lat. |
18.1569 |
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Mexico |
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Veracruz |
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| River: |
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Rio La Trinidad |
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Long. |
-95.3552 |
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| Site name: |
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Barranca Pelona |
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Contributing
area: |
8028 |
km2 |
Ratio to Comparison
Station: |
0.35 |
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| Latest measurement: |
14-Nov-09 |
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Mean annual
runoff: |
291 |
mm |
(2003-2007) |
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| Hydrologic status: |
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2 |
Normal flow |
Total runoff
this year: |
586 |
mm |
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| Latest M/C ratio: |
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1.15 |
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Seven day
total: |
1 |
mm |
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| Estimated current discharge: |
171 |
m3/sec |
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Percent of
mean 7-day total: |
140.2 |
% |
(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: |
1784 |
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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1820 |
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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| 17 |
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2002 |
no data |
no data |
no data |
no data |
no data |
no data |
no data |
1.9 |
2.4 |
8.5 |
3.1 |
1.1 |
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| 264 |
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2003 |
1.1 |
1.0 |
1.1 |
1.1 |
2.0 |
1.0 |
1.1 |
1.1 |
46.0 |
106.2 |
85.5 |
16.6 |
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| 49 |
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2004 |
2.8 |
1.0 |
1.2 |
1.1 |
1.1 |
1.1 |
1.7 |
1.1 |
31.2 |
4.7 |
1.1 |
1.1 |
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| 545 |
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2005 |
1.1 |
1.0 |
1.1 |
1.1 |
1.1 |
5.1 |
0.1 |
87.8 |
137.0 |
189.7 |
82.2 |
38.0 |
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| 498 |
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2006 |
1.4 |
1.0 |
5.3 |
1.1 |
1.1 |
1.1 |
79.1 |
153.3 |
147.4 |
107.4 |
0.0 |
0.0 |
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| 96 |
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2007 |
4.5 |
1.5 |
1.1 |
1.1 |
1.1 |
1.1 |
1.1 |
1.1 |
13.0 |
44.8 |
16.8 |
8.8 |
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| 586 |
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2008 |
16.4 |
1.0 |
1.1 |
1.1 |
1.1 |
1.6 |
100.4 |
84.9 |
114.1 |
208.3 |
47.5 |
8.5 |
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| 272 |
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2009 |
1.9 |
1.3 |
1.1 |
1.1 |
1.1 |
1.1 |
52.9 |
20.1 |
44.3 |
118.1 |
29.2 |
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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