| Site ID: |
|
|
1953 |
|
|
|
|
Lat. |
25.1077 |
|
Burma |
|
|
Kachin |
|
|
|
|
| River: |
|
|
Irrawaddy |
|
|
|
|
Long. |
97.2618 |
|
|
|
|
|
|
|
|
|
| Site name: |
|
Talawayi |
|
|
|
Contributing
area: |
52586 |
km2 |
Ratio to Comparison
Station: |
1.92 |
|
|
|
|
| Latest measurement: |
18-Nov-09 |
|
|
|
Mean annual
runoff: |
251 |
mm |
(2003-2008) |
|
|
|
|
|
|
| Hydrologic status: |
|
2 |
Normal flow |
Total runoff
this year: |
259 |
mm |
|
|
|
|
|
|
|
|
| Latest M/C ratio: |
|
1.16 |
|
|
|
Seven day
total: |
1 |
mm |
|
|
|
|
|
|
|
|
| Estimated current discharge: |
205 |
m3/sec |
|
Percent of
mean 7-day total: |
64.4 |
% |
(today's value compared to
mean for same period, 2003-2007) |
|
|
| Ice-cover determination: |
|
|
5 yr
recurrence flood: |
1732 |
m3/sec |
(from Log Pearson III analysis) |
|
|
|
|
|
| Status Codes: 1 = Low
flow, 2 = Normal flow, 3 = Flood, 4 = Major Flood |
|
2401 |
m3/sec |
(from Gumbel Extreme Value analysis) |
|
|
|
|
| Comparison Station Information: |
Hkamti
(2260100) |
|
|
|
|
|
Contributing
Area: |
|
sq mi |
27420 |
sq km |
|
|
| (Data from this gaging station are used for the calibration to
discharge, with an adjustment for different contributing areas) |
|
|
|
|
|
|
|
|
| Notes: |
Discharge calibration is
based on comparision of monthly means, minima, and maxima from an ground
comparision station in the region with adjustment for different contributing
areas |
|
| Discharge and runoff, based on satellite remote sensing (NASA
AMSR-E data) |
|
|
|
|
|
|
|
|
|
|
|
| (For U.S, sites, nearby ground station discharge may also be
shown) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2008-Present |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2002-Present |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Annual |
|
|
|
Monthly Total Runoff (mm),
computed from above satellite-based discharge data |
|
|
|
|
|
|
| Runoff |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| (mm) |
|
|
|
Jan |
Feb |
Mar |
April |
May |
June |
July |
Aug |
Sept |
Oct |
Nov |
Dec |
|
|
|
| 47 |
|
|
2002 |
no data |
no data |
no data |
no data |
no data |
no data |
no data |
29.8 |
8.9 |
4.9 |
1.5 |
1.9 |
|
|
|
| 152 |
|
|
2003 |
4.2 |
3.9 |
4.2 |
7.2 |
3.7 |
16.3 |
53.3 |
37.2 |
8.1 |
6.4 |
4.3 |
3.0 |
|
|
|
| 141 |
|
|
2004 |
3.5 |
1.4 |
0.7 |
6.4 |
11.2 |
24.8 |
61.0 |
19.6 |
4.9 |
5.5 |
1.4 |
1.0 |
|
|
|
| 210 |
|
|
2005 |
0.2 |
0.3 |
5.1 |
22.1 |
17.1 |
14.8 |
33.5 |
38.4 |
22.8 |
24.0 |
15.8 |
15.7 |
|
|
|
| 234 |
|
|
2006 |
12.4 |
10.4 |
13.0 |
13.5 |
14.7 |
47.3 |
45.1 |
29.8 |
27.8 |
20.4 |
0.0 |
0.0 |
|
|
|
| 301 |
|
|
2007 |
14.6 |
14.2 |
14.1 |
16.7 |
23.4 |
31.5 |
36.1 |
44.3 |
37.4 |
30.3 |
23.2 |
15.3 |
|
|
|
| 259 |
|
|
2008 |
14.0 |
16.8 |
14.2 |
18.0 |
23.9 |
25.2 |
37.1 |
28.7 |
28.3 |
22.0 |
18.0 |
13.1 |
|
|
|
| 216 |
|
|
2009 |
14.3 |
11.8 |
7.6 |
13.6 |
10.1 |
30.8 |
39.9 |
32.3 |
28.3 |
20.0 |
6.8 |
0.0 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Mean Annual Runoff: |
28 |
|
Standard Deviation: |
62 |
|
|
|
|
|
|
|
|
|
|
|
Trend in Annual Runoff
(slope): |
21.53 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Discharge is estimated directly via a rating equation from
the remote sensing data (M/C ratio) shown below. |
|
|
|
|
|
|
|
|
|