Site ID: 2433 Lat. 62.9610 USA Alaska
River: Kuskokuim Long. -155.5302
Site name: McGrath Contributing area: 35783 km2 Ratio to Comparison Station: 1.54
Latest measurement: 10-Jan-10 Mean annual runoff: 186 mm (2003-2007)
Hydrologic status: 2 Normal flow Total runoff this year: 149 mm
Latest M/C ratio: 1.10 Seven day total: 1 mm
Estimated current discharge: 3 m3/sec Percent of mean 7-day total: 55.0 % (today's value compared to mean for same period, 2003-2007)
Ice-cover determination: 5 yr recurrence flood: 1059 m3/sec (from Log Pearson III analysis)
Status Codes:  1 = Low flow, 2 = Normal flow, 3 = Flood, 4 = Major Flood 1036 m3/sec (from Gumbel Extreme Value analysis)
Comparison Station Information:  Tokwe Confluence D/s C/s (1495240)       Contributing Area: 7280 sq mi 23237 sq km
(Data from this gaging station are used for the calibration to discharge, with an adjustment for different contributing areas)
Notes: Comparison station is placeholder, only; this site is not yet calibrated to actual discharge
Discharge and runoff, based on satellite remote sensing (NASA AMSR-E data)
(For U.S, sites, nearby ground station discharge may also be shown)
2008-Present
2002-Present
Annual  Monthly Total Runoff (mm), computed from above satellite-based discharge data
Runoff
(mm) Jan Feb Mar April May June July Aug Sept Oct Nov Dec
147 2002 no data no data no data no data no data no data no data 10.7 9.6 18.5 60.3 48.2
249 2003 48.1 35.1 31.0 27.6 18.1 25.2 14.3 15.9 15.3 15.9 2.2 0.2
153 2004 7.4 13.6 11.6 9.0 28.1 19.6 16.7 16.2 6.1 2.3 0.2 22.4
224 2005 16.0 31.8 40.3 6.3 43.3 23.7 20.0 17.8 17.1 7.2 0.2 0.2
153 2006 0.2 5.2 0.3 2.5 18.0 23.8 22.0 22.2 26.2 32.9 0.0 0.0
148 2007 1.1 6.3 1.9 14.8 23.1 18.9 23.9 23.4 22.1 6.9 4.7 1.1
149 2008 3.1 12.5 12.7 3.8 31.3 25.9 20.9 18.8 18.4 1.6 0.2 0.3
173 2009 0.6 0.2 0.3 7.0 39.2 28.3 30.6 18.1 16.8 9.9 10.7 10.8
Discharge is estimated directly via a rating equation from the remote sensing data (M/C ratio) shown below.
Explanation:   Green line records upwelling microwave emission from a land parcel (ca 10 km x 10 km) near the river; blue line from a parcel centered over the river.
Brown line is their ratio (M/C; scale on right) and is used to estimate river discharge via a rating equation.
Rating equations are being developed and applied on an individual basis. For calibration status, see "notes" entry, above.
When data above show calibration site values lower than for the measurement site, discharge estimation may not be possible.
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