Dam Removal Express Assessment Models (DREAM)

References

• ASCE . 1997 . Guidelines for Retirement of Dams and Hydroelectric Facilities , 222 New York, NY : ASCE .
   Google Scholar
• Brownlie , W. R. 1982 . Prediction of Flow Depth and Sediment Discharge in Open Channels , Pasadena, CA : California Institute of Technology . PhD Thesis
   Google Scholar
• Cui , Y. and Parker , G. 1997 . A Quasi-normal Simulation of Aggradation and Downstream Fining with Shock Fitting . Int. J. Sedi. Res. , 12 ( 2 ) : 68 – 82 .
   Google Scholar
• Cui , Y. and Parker , G. 1998 . The Arrested Gravel Front: Stable Gravel–Sand Transitions in Rivers. Part II: General Numerical Solution . J. Hydraul. Res. , 36 ( 2 ) : 159 – 182 .
   Web of Science ®Google Scholar
• Cui , Y. and Parker , G. 2005 . Numerical Model of Sediment Pulses and Sediment Supply Disturbances in Mountain Rivers . J. Hydraul. Eng. , 131 ( 8 )
   Web of Science ®Google Scholar
• Cui , Y. and Wilcox , A. 2006 . “ Numerical Modeling of Sediment Transport upon Dam Removal: Application to Marmot Dam in Sandy River, Oregon ” . In Sedimentation engineering , Edited by: Garcia , M. H. Vol. 2 , Reston, Va : ASCE . ACSE Manual 54
   Google Scholar
• Cui , Y. , Parker , G. , Braudrick , C. , Dietrich , W. E. and Cluer , B. 2006 . Dam Removal Express Assessment Models (DREAM). Part 1: Model Development and Validation . J. Hydraul. Res , 44 ( 3 ) : 291 – 307 .
   Web of Science ®Google Scholar
• Cui , Y. , Parker , G. and Paola , C. 1996 . Numerical Simulation of Aggradation and Downstream Fining . J. Hydraul. Res. , 34 ( 2 ) : 184 – 204 .
   Web of Science ®Google Scholar
• Cui , Y. , Parker , G. , Lisle , T. E. , Gott , J. , Hansler , M. E. , Pizzuto , J. E. , Allmendinger , N. E. and Reed , J. M. 2003a . Sediment Pulses in Mountain Rivers. Part 1. Experiments . Water Resour. Res. , 39 ( 9 ) : 1239 doi: 10.1029/2002WR001803
   Web of Science ®Google Scholar
• Cui , Y. , Parker , G. , Pizzuto , J. E. and Lisle , T. E. 2003b . Sediment Pulses in Mountain Rivers. Part 2. Comparison between Experiments and Numerical Predictions . Water Resour. Res. , 39 ( 9 ) : 1240 doi: 10.1029/2002WR001805
   Web of Science ®Google Scholar
• Lisle , T. E. , Pizzuto , J. E. , Ikeda , H. , Iseya , F. and Kodama , Y. 1997 . Evolution of a Sediment Wave in an Experimental Channel . Water Resour. Res. , 33 ( 8 ) : 1971 – 1981 .
   Web of Science ®Google Scholar
• Lisle , T. E. , Cui , Y. , Parker , G. , Pizzuto , J. E. and Dodd , A. M. 2001 . The Dominance of Dispersion in the Evolution of Bed Material Waves in Gravel-Bed Rivers . Earth Surface Processes Landforms , 26 : 1409 – 1420 .
   Web of Science ®Google Scholar
• Parker , G. 1990a . Surface-based Bedload Transport Relation for Gravel Rivers . J. Hydraul. Res. , 28 ( 4 ) : 417 – 436 .
   Web of Science ®Google Scholar
• Parker , G. 1990b . The ACRONYM Series of pascal Programs for Computing Bedload transport in Gravel Rivers , 124 St. Anthony Falls Laboratory, University of Minnesota . External Memorandum M-220
   Google Scholar
• Parker , G. and Cui , Y. 1998 . The Arrested Gravel Front: Stable Gravel–Sand Transitions in Rivers. Part I: Simplified Analytical Solution . J. Hydraul. Res. , 36 ( 1 ) : 75 – 100 .
   Web of Science ®Google Scholar
• Pizzuto , J. 2002 . Effects of Dam Removal on River Form and Process . Bio Science , 52 ( 8 ) : 683 – 691 .
   Web of Science ®Google Scholar
• Stanley , E. H. and Doyle , M. W. 2002 . A Geomorphic Perspective on Nutrient Retention Following Dam Removal . Bio Science , 52 ( 8 ) : 693 – 701 .
   Web of Science ®Google Scholar
• Stillwater Sciences . 2000 . Numerical Modeling of Sediment Transport in the Sandy River, OR Following Removal of Marmot Dam . Technical Report Prepared for Portland General Electric , March.
   Google Scholar
• Stillwater Sciences . 2002a . Dam Removal Express Assessment Models (DREAM) . Technical Report , October.
   Google Scholar
• Stillwater Sciences . 2002b . “ Sediment Transport Modeling Following the Removal of Marmot Dam with 125000 and 300,000 Cubic Yards of Dredging Prior to Dam Removal ” . In Technical Memorandum to Portland General Electric Portland, OR
   Google Scholar