| Site ID: |
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36 |
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Lat. |
20.5288 |
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Burma |
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Magwe |
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| River: |
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Irrawaddy |
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Long. |
94.8004 |
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| Site name: |
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Yenangyaung |
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Contributing
area: |
310198 |
km2 |
Ratio to Comparison
Station: |
13.35 |
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| Latest measurement: |
21-Nov-09 |
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Mean annual
runoff: |
94 |
mm |
(2003-2007) |
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| Hydrologic status: |
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2 |
Normal flow |
Total runoff
this year: |
192 |
mm |
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| Latest M/C ratio: |
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1.37 |
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Seven day
total: |
1 |
mm |
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| Estimated current discharge: |
1073 |
m3/sec |
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Percent of
mean 7-day total: |
118.8 |
% |
(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: |
6891 |
m3/sec |
(from Log Pearson III
analysis) |
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| Status Codes: 1 = Low
flow, 2 = Normal flow, 3 = Flood, 4 = Major Flood |
|
6520 |
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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| 20 |
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2002 |
no data |
no data |
no data |
no data |
no data |
no data |
no data |
6.3 |
4.3 |
5.4 |
1.9 |
2.0 |
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| 37 |
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2003 |
0.9 |
1.6 |
1.9 |
3.7 |
1.0 |
1.6 |
8.3 |
6.0 |
5.6 |
3.1 |
2.3 |
1.1 |
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| 24 |
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2004 |
0.8 |
0.0 |
1.0 |
2.1 |
1.8 |
0.7 |
7.1 |
5.7 |
1.6 |
2.0 |
1.1 |
0.2 |
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| 109 |
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2005 |
0.3 |
0.4 |
10.5 |
11.4 |
8.4 |
2.0 |
5.1 |
16.0 |
22.5 |
13.5 |
10.7 |
7.8 |
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| 104 |
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2006 |
5.5 |
4.1 |
9.0 |
5.5 |
4.3 |
10.1 |
14.6 |
16.4 |
18.5 |
15.7 |
0.0 |
0.0 |
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| 196 |
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2007 |
6.4 |
7.7 |
10.2 |
8.3 |
5.3 |
9.2 |
18.7 |
45.0 |
38.2 |
24.6 |
14.1 |
8.0 |
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| 192 |
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2008 |
7.6 |
9.0 |
11.3 |
10.4 |
4.1 |
6.2 |
29.6 |
41.9 |
33.5 |
17.2 |
13.0 |
8.4 |
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| 127 |
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2009 |
5.9 |
7.1 |
9.9 |
7.2 |
5.4 |
5.9 |
14.7 |
19.2 |
24.7 |
17.7 |
9.2 |
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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