| Site ID: |
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2394 |
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Lat. |
-28.0045 |
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Australia |
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South
Australia |
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| River: |
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Lake Eyre |
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Long. |
136.8018 |
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| Site name: |
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Nilpinna |
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Contributing
area: |
31317 |
km2 |
Ratio to Comparison
Station: |
1.35 |
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| Latest measurement: |
12-Oct-09 |
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Mean annual
runoff: |
175 |
mm |
(2003-2007) |
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| Hydrologic status: |
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2 |
Normal flow |
Total runoff
this year: |
25 |
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: |
1.1 |
% |
(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: |
2377 |
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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2464 |
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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| 43 |
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2002 |
no data |
no data |
no data |
no data |
no data |
no data |
no data |
1.0 |
7.7 |
2.8 |
18.7 |
12.6 |
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| 463 |
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2003 |
5.4 |
44.5 |
99.2 |
66.9 |
57.6 |
43.1 |
11.4 |
49.0 |
5.8 |
31.9 |
14.4 |
33.7 |
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| 283 |
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2004 |
5.6 |
21.1 |
9.2 |
1.0 |
10.9 |
67.4 |
28.8 |
18.5 |
38.5 |
78.9 |
0.7 |
2.5 |
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| 92 |
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2005 |
2.2 |
0.5 |
0.4 |
0.3 |
0.3 |
16.9 |
52.4 |
3.9 |
0.5 |
14.1 |
0.3 |
0.3 |
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| 11 |
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2006 |
2.7 |
3.6 |
0.6 |
0.5 |
1.1 |
0.3 |
1.0 |
0.4 |
0.3 |
0.3 |
0.0 |
0.0 |
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| 27 |
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2007 |
2.4 |
0.4 |
4.1 |
5.8 |
2.5 |
0.3 |
0.3 |
0.3 |
0.3 |
0.3 |
0.5 |
9.9 |
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| 25 |
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2008 |
0.8 |
0.3 |
0.3 |
0.3 |
0.3 |
7.5 |
0.3 |
0.5 |
1.5 |
0.3 |
2.0 |
10.7 |
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| 14 |
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2009 |
3.8 |
0.4 |
0.9 |
0.3 |
0.3 |
3.4 |
0.3 |
0.3 |
3.2 |
0.7 |
0.0 |
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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