| Site ID: |
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2431 |
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Lat. |
62.2993 |
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USA |
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Alaska |
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| River: |
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Yentna Trib |
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Long. |
-151.0182 |
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| Site name: |
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Peters Creek |
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Contributing
area: |
1543 |
km2 |
Ratio to Comparison
Station: |
0.07 |
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| Latest measurement: |
8-Nov-09 |
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Mean annual
runoff: |
336 |
mm |
(2003-2007) |
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| Hydrologic status: |
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2 |
Normal flow |
Total runoff
this year: |
468 |
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: |
100.0 |
% |
(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: |
390 |
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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393 |
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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| 28 |
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2002 |
no data |
no data |
no data |
no data |
no data |
no data |
no data |
4.7 |
4.8 |
5.8 |
5.6 |
6.8 |
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| 435 |
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2003 |
5.8 |
5.2 |
53.5 |
8.7 |
5.8 |
5.6 |
5.8 |
5.8 |
5.6 |
5.8 |
263.6 |
64.0 |
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| 165 |
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2004 |
41.9 |
30.1 |
17.0 |
8.2 |
5.8 |
5.6 |
5.8 |
5.8 |
5.6 |
5.8 |
5.6 |
28.1 |
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| 216 |
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2005 |
5.8 |
11.2 |
79.5 |
46.1 |
24.8 |
5.6 |
5.6 |
5.8 |
5.6 |
5.8 |
5.6 |
15.2 |
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| 246 |
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2006 |
5.8 |
5.2 |
5.8 |
6.3 |
5.8 |
5.6 |
5.8 |
5.8 |
5.6 |
194.4 |
0.0 |
0.0 |
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| 619 |
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2007 |
7.4 |
173.9 |
246.9 |
97.3 |
5.8 |
5.6 |
5.8 |
5.8 |
5.6 |
5.8 |
5.8 |
53.7 |
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| 468 |
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2008 |
20.1 |
143.4 |
60.1 |
90.1 |
50.9 |
5.6 |
5.8 |
5.8 |
5.6 |
5.8 |
5.6 |
69.3 |
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| 146 |
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2009 |
41.3 |
5.2 |
7.8 |
55.9 |
5.8 |
5.6 |
5.8 |
5.8 |
5.6 |
5.8 |
2.0 |
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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