| Site ID: |
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2416 |
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Lat. |
14.6045 |
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India |
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Andhra
Pradesh |
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| River: |
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Penner |
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Long. |
78.6918 |
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| Site name: |
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Kamalapuram |
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Contributing
area: |
37630 |
km2 |
Ratio to Comparison
Station: |
1.62 |
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| Latest measurement: |
6-Nov-09 |
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Mean annual
runoff: |
144 |
mm |
(2003-2007) |
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| Hydrologic status: |
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2 |
Normal flow |
Total runoff
this year: |
144 |
mm |
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| Latest M/C ratio: |
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1.17 |
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Seven day
total: |
1 |
mm |
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| Estimated current discharge: |
268 |
m3/sec |
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Percent of
mean 7-day total: |
85.7 |
% |
(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: |
2500 |
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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2569 |
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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| 40 |
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2002 |
no data |
no data |
no data |
no data |
no data |
no data |
no data |
2.2 |
11.7 |
24.5 |
1.2 |
0.2 |
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| 99 |
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2003 |
0.2 |
0.2 |
0.3 |
0.2 |
0.2 |
0.4 |
27.2 |
8.4 |
10.9 |
47.9 |
2.1 |
1.1 |
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| 94 |
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2004 |
0.9 |
0.2 |
0.2 |
0.4 |
1.8 |
0.6 |
6.1 |
3.3 |
47.6 |
31.9 |
0.9 |
0.2 |
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| 148 |
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2005 |
0.2 |
0.2 |
0.2 |
0.2 |
7.0 |
1.6 |
28.7 |
36.7 |
45.6 |
22.6 |
0.2 |
4.4 |
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| 209 |
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2006 |
6.3 |
6.6 |
10.8 |
0.5 |
16.4 |
1.4 |
14.8 |
49.1 |
94.6 |
8.2 |
0.0 |
0.0 |
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| 171 |
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2007 |
1.1 |
0.2 |
0.2 |
0.2 |
5.1 |
29.2 |
5.5 |
26.8 |
67.3 |
14.0 |
21.3 |
0.4 |
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| 144 |
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2008 |
1.8 |
0.4 |
2.3 |
4.3 |
0.3 |
1.6 |
4.1 |
13.7 |
62.1 |
30.9 |
16.3 |
6.4 |
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| 141 |
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2009 |
0.4 |
2.5 |
4.2 |
0.3 |
3.2 |
3.5 |
2.8 |
17.2 |
57.7 |
44.6 |
4.7 |
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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