| Site ID: |
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2043 |
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Lat. |
20.6856 |
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India |
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Maharashtra |
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| River: |
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Wainganga |
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Long. |
79.9207 |
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| Site name: |
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Bramhapuri |
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Contributing
area: |
39527 |
km2 |
Ratio to Comparison
Station: |
0.16 |
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| Latest measurement: |
19-Nov-09 |
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Mean annual
runoff: |
240 |
mm |
(2003-2008) |
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| Hydrologic status: |
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1 |
Low flow |
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Total runoff
this year: |
268 |
mm |
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| Latest M/C ratio: |
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0.91 |
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Seven day
total: |
1 |
mm |
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| Estimated current discharge: |
55 |
m3/sec |
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Percent of
mean 7-day total: |
40.4 |
% |
(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: |
1195 |
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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1149 |
m3/sec |
(from Gumbel Extreme Value analysis) |
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| Comparison Station Information: |
Vijayawada
(2854300) |
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Contributing
Area: |
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sq mi |
251684 |
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: |
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 |
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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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| 66 |
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2002 |
no data |
no data |
no data |
no data |
no data |
no data |
no data |
11.4 |
6.1 |
18.9 |
16.7 |
13.4 |
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| 176 |
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2003 |
15.8 |
18.5 |
19.8 |
10.4 |
15.0 |
10.5 |
10.0 |
9.5 |
17.9 |
19.7 |
13.4 |
15.2 |
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| 217 |
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2004 |
18.1 |
33.8 |
32.4 |
10.5 |
15.2 |
15.2 |
15.8 |
9.8 |
15.7 |
19.2 |
16.6 |
14.4 |
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| 199 |
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2005 |
14.9 |
15.4 |
16.8 |
14.6 |
11.8 |
11.4 |
14.7 |
23.6 |
25.3 |
18.4 |
16.9 |
15.4 |
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| 214 |
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2006 |
17.2 |
28.0 |
37.4 |
12.8 |
20.8 |
14.4 |
19.1 |
25.2 |
17.8 |
21.4 |
0.0 |
0.0 |
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| 278 |
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2007 |
19.2 |
34.0 |
39.6 |
15.7 |
17.6 |
11.9 |
48.1 |
27.2 |
16.6 |
18.8 |
17.4 |
12.0 |
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| 268 |
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2008 |
19.2 |
35.5 |
48.2 |
16.2 |
17.9 |
8.8 |
38.1 |
26.5 |
14.0 |
16.9 |
13.1 |
14.1 |
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| 202 |
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2009 |
18.3 |
21.4 |
24.4 |
18.8 |
21.9 |
19.2 |
16.1 |
21.7 |
13.9 |
18.7 |
7.9 |
0.0 |
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Mean Annual Runoff: |
28 |
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Standard Deviation: |
40 |
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Trend in Annual Runoff
(slope): |
26.93 |
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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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