| Site ID: |
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1923 |
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Lat. |
37.2758 |
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Afghanistan |
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Konduz |
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| River: |
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Panj |
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Long. |
68.7872 |
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| Site name: |
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Qaravol |
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Contributing
area: |
120117 |
km2 |
Ratio to Comparison
Station: |
5.17 |
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| Latest measurement: |
19-Nov-09 |
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Mean annual
runoff: |
137 |
mm |
(2003-2007) |
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| Hydrologic status: |
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2 |
Normal flow |
Total runoff
this year: |
81 |
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: |
252 |
m3/sec |
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Percent of
mean 7-day total: |
159.5 |
% |
(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: |
2337 |
m3/sec |
(from Log Pearson III
analysis) |
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| Status Codes: 1 = Low
flow, 2 = Normal flow, 3 = Flood, 4 = Major Flood |
|
2285 |
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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| 22 |
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2002 |
no data |
no data |
no data |
no data |
no data |
no data |
no data |
9.3 |
6.9 |
4.1 |
0.9 |
0.6 |
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| 114 |
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2003 |
2.6 |
2.0 |
6.8 |
11.6 |
10.7 |
15.5 |
29.0 |
16.0 |
12.0 |
5.0 |
0.9 |
1.2 |
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| 127 |
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2004 |
4.5 |
8.2 |
8.2 |
13.3 |
19.3 |
21.1 |
21.9 |
12.6 |
8.8 |
3.8 |
1.9 |
3.1 |
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| 130 |
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2005 |
3.6 |
1.3 |
13.2 |
9.8 |
11.2 |
17.6 |
30.2 |
18.8 |
13.9 |
7.2 |
2.9 |
0.1 |
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| 165 |
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2006 |
0.7 |
5.0 |
8.2 |
11.3 |
18.8 |
19.1 |
29.7 |
41.9 |
20.2 |
9.9 |
0.0 |
0.0 |
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| 150 |
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2007 |
2.7 |
4.4 |
9.0 |
18.7 |
16.0 |
22.9 |
27.5 |
21.6 |
12.9 |
7.6 |
6.3 |
1.0 |
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| 81 |
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2008 |
0.2 |
0.7 |
7.8 |
4.7 |
10.9 |
16.3 |
15.4 |
14.4 |
7.6 |
2.5 |
0.1 |
0.1 |
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| 113 |
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2009 |
0.2 |
3.2 |
8.5 |
8.8 |
16.3 |
13.0 |
19.4 |
21.3 |
11.0 |
8.3 |
2.7 |
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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