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Scientific Investigations Report 2012–5004


Dependence of Flow and Transport through the Williamson River Delta, Upper Klamath Lake, Oregon, on Wind, River Inflow, and Lake Elevation


Table 2. Definitions of dependent and independent variables used in the regression models.


Short name Description
Dependent variables
RR-TUL Rate at which water in Tulana at time t=0 is replaced by water from other parts of Agency or Upper Klamath Lakes, or the Williamson River, in cubic meters per second.
RR-TULwWR Rate at which water either in the Williamson River at time t=0, or coming in from the Williamson River at any time in the simulation, replaces water in Tulana at time t=0, in cubic meters per second.
RR-GB Rate at which water in Goose Bay at time t=0 is replaced by water from other parts of Agency or Upper Klamath Lakes, or the Williamson River, in cubic meters per second.
RR-GBwWR Rate at which water either in the Williamson River at time t=0, or coming in from the Williamson River at any time in the simulation, replaces water in Goose Bay at time t=0, in cubic meters per second.
Independent variables
elev Lake elevation, relative to an elevation of 4,135 feet, and converted to meters.
flow Williamson River inflow in cubic meters per second.
WRW-spd 75th percentile of the wind speed at site WRW-MET in meters per second.
WRW-ew 75th percentile of the east-west component of wind at site WRW-MET in meters per second.
WRW-ns 75th percentile of the north-south component of wind at site WRW-MET in meters per second.

First posted March 29, 2012

For additional information contact:
Director, Oregon Water Science Center
U.S. Geological Survey
2130 SW 5th Avenue
Portland, Oregon 97201
http://or.water.usgs.gov

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