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* IMPORTANT: Next Generation Station Page

USGS 14246900 COLUMBIA RIVER AT PORT WESTWARD, NEAR QUINCY, OR

PROVISIONAL DATA SUBJECT TO REVISION

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Station funded by U.S. Geological Survey National Streamflow Information Program (NSIP).

NOTE: River forecasts and additional data can be obtained at the 
National Weather Service's Advanced Hydrologic Prediction Services web page.

NOTE: Station previously named Columbia River at Beaver Army Terminal near Quincy, OR

Available Parameters Available Period
  
1991-06-28  2020-01-23
2015-10-01  2020-01-23
2015-11-20  2020-01-23
2019-09-25  2020-01-21
2019-09-25  2020-01-23
2017-01-22  2020-01-22
2017-01-22  2020-01-22
2017-01-22  2020-01-22







 (7)
 

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Summary of all available data for this site
Instantaneous-data availability statement


Discharge, cubic feet per second

Most recent instantaneous value: 143000 01-23-2020   00:00 PST
Graph of  Discharge, cubic feet per second

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Daily discharge, cubic feet per second -- statistics for Jan 23 based on 30 water years of record more
Most Recent
Instantaneous
Value Jan 23
Min
(1994)
25th
percen-
tile
Median Mean 75th
percen-
tile
Max
(1970)
143000 144000 209000 261000 287000 341000 517000


Gage height, feet

Most recent instantaneous value: 5.57 01-23-2020   00:00 PST
Graph of  Gage height, feet

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Turbidity, water, unfiltered, monochrome near infra-red LED light, 780-900 nm, detection angle 90 +-2.5 degrees, formazin nephelometric units (FNU), Right bank dolphin

Most recent instantaneous value: 10.1 01-23-2020   00:00 PST
Graph of  Turbidity, water, unfiltered, monochrome near infra-red LED light, 780-900 nm, detection angle 90 +-2.5 degrees, formazin nephelometric units (FNU)

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Discharge, tidally filtered, cubic feet per second

Most recent instantaneous value: 218000 01-21-2020   13:00 PST
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Mean water velocity for discharge computation, feet per second, Right bank dolphin

Most recent instantaneous value: 1.26 01-23-2020   00:00 PST
Graph of  Mean water velocity for discharge computation, feet per second

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Upper 90 percent prediction limit for SSC by regression (PCODE 99409), milligrams per liter, Right bank dolphin, [From ADVM]

Most recent instantaneous value: 33.1 01-22-2020   23:55 PST
Graph of  Upper 90 percent prediction limit for SSC by regression (PCODE 99409), milligrams per liter, [From ADVM]

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Lower 90 percent prediction limit for SSC by regression (PCODE 99409), milligrams per liter, Right bank dolphin, [From ADVM]

Most recent instantaneous value: 13.1 01-22-2020   23:55 PST
Graph of  Lower 90 percent prediction limit for SSC by regression (PCODE 99409), milligrams per liter, [From ADVM]

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Suspended sediment concentration, water, unfiltered, estimated by regression equation, milligrams per liter, Right bank dolphin, [From ADVM]

Most recent instantaneous value: 20.9 01-22-2020   23:55 PST
Graph of  Suspended sediment concentration, water, unfiltered, estimated by regression equation, milligrams per liter, [From ADVM]

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