This folder contains the CE-QUAL-W2 model scenarios for Detroit Lake, Big Cliff and the North Santiam and Santiam River as documented in:
Buccola, N.L, Rounds, S.A., Sullivan, A.B., and Risley, J.C., 2012, Simulating potential structural and operational changes for Detroit Dam on the North Santiam River, Oregon, for downstream temperature management: U.S. Geological Survey Scientific Investigations Report 20125231, 68 p. 
accesible at http://or.water.usgs.gov/santiam/detroit_lake

Contact information:
Norman Buccola, nbuccola@usgs.gov
Stewart Rounds, sarounds@usgs.gov
Annett Sullivan, annett@usgs.gov

Version 3.1 of CE-QUAL-W2 was modified for these model scenarios. Code changes have been labeled with "!SR " in the fortran file (see w2_zooq.f90).

There are three base-case scenarios that serve the boundary conditions for this report. Each case consists of observed data from two different years spliced (concatenated) in the fall as follows:
cool/wet: 2009 concatenated with 2006 on 10-12
normal: 2006 concatenated with 2009 on 09-27
hot/dry: 2005 concatenated with 2002 on 09-27
Other operational and structural model scenarios that were documented in the above report are available upon request.

2011 is also included in this report and was used as a calibration check for current operations at Detroit and Big Cliff. 

Downstream models of Big Cliff and the North Santiam/Santiam River are included for the hot/dry base condition only. A batch file is included in the BigClff_hotdry folder to assist the transfer of output from the Detroit model to the Big Cliff model titled ("Detroit_BigCliff.bat"). That can be modified to run the Detroit and Big Cliff models in series on your computer by editing the path names to match those on your computer. This batch file also calls upon a perl script that removes the zeros from the Detroit model temperature output ("zero_remove.pl").
 