| Site ID: |
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1015 |
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Lat. |
34.7479 |
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USA |
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0 |
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| River: |
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Black |
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Long. |
-78.2957 |
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| Site name: |
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0 |
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Contributing
area: |
1917 |
km2 |
Ratio to Comparison
Station: |
0.08 |
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| Latest measurement: |
15-Nov-09 |
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Mean annual
runoff: |
434 |
mm |
(2003-2008) |
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| Hydrologic status: |
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2 |
Normal flow |
Total runoff
this year: |
441 |
mm |
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| Latest M/C ratio: |
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0.89 |
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Seven day
total: |
1 |
mm |
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| Estimated current discharge: |
13 |
m3/sec |
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Percent of
mean 7-day total: |
72.1 |
% |
(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: |
84 |
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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75 |
m3/sec |
(from Gumbel Extreme Value analysis) |
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| Comparison Station Information: |
Pee Dee,
S.C. (4148300) |
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Contributing
Area: |
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sq mi |
25164 |
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: |
Site is mislocated;
location will be revised. |
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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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| 147 |
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2002 |
no data |
no data |
no data |
no data |
no data |
no data |
no data |
21.6 |
21.9 |
39.8 |
32.0 |
31.7 |
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| 403 |
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2003 |
35.4 |
29.7 |
33.9 |
40.0 |
43.2 |
26.3 |
21.4 |
27.7 |
38.6 |
42.8 |
29.9 |
33.8 |
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| 455 |
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2004 |
32.6 |
32.6 |
44.5 |
54.5 |
41.4 |
30.8 |
30.7 |
34.3 |
31.2 |
38.0 |
44.6 |
39.5 |
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| 437 |
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2005 |
46.4 |
36.3 |
35.7 |
50.5 |
47.7 |
41.3 |
2.2 |
26.2 |
42.3 |
41.5 |
34.9 |
32.3 |
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| 362 |
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2006 |
27.7 |
33.9 |
34.7 |
45.1 |
39.3 |
41.0 |
32.9 |
31.9 |
34.5 |
41.3 |
0.0 |
0.0 |
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| 497 |
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2007 |
24.1 |
35.7 |
48.2 |
46.8 |
53.6 |
53.8 |
31.7 |
34.6 |
47.0 |
34.5 |
49.9 |
36.7 |
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| 441 |
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2008 |
35.5 |
22.1 |
28.9 |
40.8 |
55.0 |
38.6 |
30.6 |
45.2 |
28.9 |
44.7 |
40.7 |
29.8 |
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| 438 |
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2009 |
35.7 |
38.6 |
36.3 |
43.6 |
50.6 |
53.8 |
38.9 |
33.1 |
44.1 |
41.2 |
22.5 |
0.0 |
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Mean Annual Runoff: |
28 |
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Standard Deviation: |
46 |
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Trend in Annual Runoff
(slope): |
14.51 |
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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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