| Site ID: |
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278 |
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Lat. |
13.1449 |
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Nicaragua |
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Zelaya |
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| River: |
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Grande de Matgalpa |
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Long. |
-83.9097 |
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| Site name: |
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Makantaka |
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Contributing
area: |
16960 |
km2 |
Ratio to Comparison
Station: |
0.73 |
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| Latest measurement: |
10-Nov-09 |
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Mean annual
runoff: |
104 |
mm |
(2003-2007) |
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| Hydrologic status: |
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3 |
Flood |
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Total runoff
this year: |
450 |
mm |
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| Latest M/C ratio: |
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1.25 |
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Seven day
total: |
1 |
mm |
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| Estimated current discharge: |
572 |
m3/sec |
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Percent of
mean 7-day total: |
447.0 |
% |
(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: |
1249 |
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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1210 |
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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| 5 |
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2002 |
no data |
no data |
no data |
no data |
no data |
no data |
no data |
2.8 |
0.8 |
0.5 |
0.5 |
0.5 |
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| 23 |
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2003 |
0.5 |
0.5 |
0.5 |
1.3 |
1.3 |
1.1 |
6.8 |
3.7 |
5.9 |
0.5 |
0.4 |
0.5 |
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| 13 |
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2004 |
0.5 |
0.5 |
0.5 |
0.5 |
1.9 |
2.3 |
2.4 |
2.6 |
0.5 |
0.5 |
0.5 |
0.5 |
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| 183 |
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2005 |
0.5 |
0.5 |
3.7 |
18.5 |
13.6 |
5.2 |
0.1 |
56.1 |
68.4 |
13.1 |
0.9 |
2.3 |
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| 127 |
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2006 |
3.0 |
4.2 |
0.7 |
1.8 |
1.4 |
7.2 |
32.8 |
45.0 |
24.6 |
6.8 |
0.0 |
0.0 |
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| 172 |
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2007 |
0.8 |
0.8 |
1.9 |
1.0 |
0.8 |
0.5 |
23.6 |
40.0 |
28.2 |
35.3 |
25.8 |
13.2 |
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| 450 |
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2008 |
0.6 |
0.5 |
1.1 |
2.3 |
3.1 |
0.5 |
140.5 |
99.6 |
66.2 |
57.1 |
58.7 |
20.2 |
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| 325 |
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2009 |
0.9 |
0.7 |
3.6 |
26.5 |
0.5 |
2.5 |
64.6 |
83.6 |
58.9 |
52.7 |
30.8 |
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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