| Site ID: |
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1924 |
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Lat. |
36.7141 |
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Afghanistan |
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Kunduz |
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| River: |
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Konduz Trib |
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Long. |
69.0536 |
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| Site name: |
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Khanabad |
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Contributing
area: |
10149 |
km2 |
Ratio to Comparison
Station: |
0.44 |
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| Latest measurement: |
19-Nov-09 |
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Mean annual
runoff: |
403 |
mm |
(2003-2007) |
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| Hydrologic status: |
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2 |
Normal flow |
Total runoff
this year: |
265 |
mm |
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| Latest M/C ratio: |
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1.10 |
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Seven day
total: |
1 |
mm |
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| Estimated current discharge: |
3 |
m3/sec |
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Percent of
mean 7-day total: |
102.9 |
% |
(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: |
2503 |
m3/sec |
(from Log Pearson III
analysis) |
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| Status Codes: 1 = Low
flow, 2 = Normal flow, 3 = Flood, 4 = Major Flood |
|
2406 |
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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| 4 |
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2002 |
no data |
no data |
no data |
no data |
no data |
no data |
no data |
0.7 |
0.7 |
0.9 |
0.8 |
0.9 |
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| 188 |
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2003 |
0.9 |
5.8 |
10.4 |
3.1 |
1.1 |
51.5 |
111.4 |
0.9 |
0.8 |
0.9 |
0.7 |
0.9 |
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| 217 |
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2004 |
0.9 |
0.8 |
0.9 |
1.8 |
3.4 |
155.5 |
49.6 |
0.9 |
0.8 |
0.9 |
0.8 |
0.9 |
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| 366 |
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2005 |
0.9 |
0.8 |
4.5 |
15.8 |
7.6 |
152.8 |
178.2 |
2.1 |
0.8 |
0.9 |
0.8 |
0.9 |
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| 683 |
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2006 |
0.9 |
0.8 |
13.9 |
7.9 |
67.3 |
387.2 |
202.9 |
0.9 |
0.8 |
0.9 |
0.0 |
0.0 |
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| 560 |
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2007 |
0.9 |
0.8 |
1.4 |
12.3 |
11.0 |
346.3 |
182.8 |
0.9 |
0.8 |
0.9 |
0.8 |
0.8 |
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| 265 |
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2008 |
0.9 |
0.8 |
0.9 |
0.8 |
0.9 |
240.5 |
15.5 |
0.9 |
0.8 |
0.9 |
0.8 |
0.9 |
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| 595 |
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2009 |
0.9 |
0.8 |
0.9 |
0.8 |
2.1 |
192.9 |
392.6 |
1.6 |
0.8 |
0.9 |
0.6 |
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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