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Hydraulics of Engineered Log Jams

Hydraulics of Engineered Log Jams. Tessa Hanson. Background. ( fs.fed.us ). . Research Question. Fish Behavior with respect to Engineered L og Jams (ELJs). . ( freshwatersillustrated.org ). . My Research. Drag force Calculate drag c oefficient Shear s tress distribution

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Hydraulics of Engineered Log Jams

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  1. Hydraulics of Engineered Log Jams Tessa Hanson

  2. Background (fs.fed.us). Tessa Hanson, Oregon State University

  3. Research Question • Fish Behavior with respect to Engineered Log Jams (ELJs). (freshwatersillustrated.org). Tessa Hanson, Oregon State University

  4. My Research • Drag force • Calculate drag coefficient • Shear stress distribution • Calculate shear stress • Map distribution over control volume Tessa Hanson, Oregon State University

  5. Relevance • Impact of log jams on hydraulic processes (shear stress, drag, etc.) • Hydraulic processes  Geomorphic complexity (pools, riffles, etc.) • Both geomorphic and hydraulic complexity affect habitat for aquatic species. Tessa Hanson, Oregon State University

  6. Methods • Data Collection • Velocity: SonTekMicroADV (Acoustic Doppler Velocimeter) Devices • Topography: Total Station Surveying (SonTek, 2008). Tessa Hanson, Oregon State University

  7. Methods • Control Volume • Defined by influence of ELJ, which corresponded to extent of velocity measurements. Tessa Hanson, Oregon State University

  8. Methods • Drag Coefficient • Momentum extraction technique, where sum of forces equal to momentum flows Tessa Hanson, Oregon State University

  9. Methods • Force balance (equation) Balance in y-direction Balance in x-direction (Manners et al. 2006). Tessa Hanson, Oregon State University

  10. Methods • Shear Stress Distribution • Create matrices of velocity data to analyze in Matlab. • Given: • Solve for and map in Matlab. Tessa Hanson, Oregon State University

  11. Results/Conclusions • Drag Coefficient • High compared to that found in literature • Possibility that control volume does not capture entire eddy at downstream. • Shear Stress Distribution • Matrices were not completed with all of necessary values. Tessa Hanson, Oregon State University

  12. Recommendations • Drag Coefficient • Extend control volume. • Recalculate shear using integral form. • Shear Stress Distribution • Finish matrices. • Interpolate over 10 cm gaps to obtain finer spacing. • Solve for and map in Matlab. Tessa Hanson, Oregon State University

  13. References • Manners, Rebecca B., M. W. Doyle, and M. J. Small. "Structure and Hydraulics of Natural Woody Debris Jams." Water Resources Research 43 (2006). • SonTek. “15-MHz MicroADV expanded description.” YSI incorporate (2008). Tessa Hanson, Oregon State University

  14. Questions? • Thank-you to: • DesiréeTullos • Cara Walter • Chad Higgins • Will L’Hommedieu • Julia Jones • Peggy Lee • Amanda Reinholtz Tessa Hanson, Oregon State University

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