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Department of Earth and Environmental Science

Raleigh Lewis Martin

Department of Earth and Environmental Science
University of Pennsylvania
240 S. 33rd Street
Hayden Hall
Philadelphia, PA 19104-6316

Tel: (215) 573-8372
Fax: (215) 898-0964
Lab: (215) 746-3203
E-mail: raleighm@sas.upenn.edu

Education
2008 - Present: Graduate student, University of Pennsylvania, Department of Earth and Environmental Sciences
2003 - 2008: BSE in Geological Engineering, Princeton University, Department of Civil and Environmental Engineering
Thesis: “Urbanization, Aerosols, and Precipitation Modification in Beijing”

Graduate Advisor
Dr. Douglas Jerolmack (University of Pennsylvania)

Awards
NSF Graduate Research Fellowship, 2009

Research Projects

Modeling sedimentary transport in step-pool streams
Step-pool bedform topography is characterized by protruding steps of large interlocking boulders alternating along the longitudinal profile of a river channel with pooled depressions containing finer material.  Previous studies suggest that the jamming of large boulders into channel-spanning arched structures is the primary mechanism governing step formation and destruction.  To explore this idea, I am currently setting up flume experiments in the University of Pennsylvania Sediment Dynamics Laboratory to create a scaled-version of step-pool topography.  I am also working on a granular-based cellular model of sediment-transport in step-pool streams based on the idea that grain-grain interactions dominate and turbulent fluid effects are negligible.  Predictions from laboratory and computer modeling are being compared to bedform geometries observed in the field, such as at Hickory Run in White Haven, PA.

Field Photo

Cresheim Creek, Philadelphia: Compare the photos from before and after.  Boulders definitely moved!  

Cresheim Creek - before

July 7, 2009

Cresheim Creek - after

July 17, 2009

Nonlinear dynamics of rice pile avalanches.
The angular nature of rice grain geometry causes grains to lock together, forming variously sized meta-stable steps in the elevation profile.  Random variations in locking structures produce fluctuations in the critical angle for slope failure, resulting in fluctuations in rice transport rate over a wide range of scales – despite a steady input of rice.  The power-law fluctuations in rice transport through avalanching can serve as an analogue for sediment-transporting systems in general, where wild fluctuations in sediment transport often arise from the internal nonlinear dynamics of the system.   I am currently analyzing data from rice pile experiments performed at the St. Anthony Falls Laboratory to study the effect of non-linear transport dynamics on the preservation and destruction of external signals produced by a variation in rice feed rate.

Graph

Evolution of sandy bedforms and connection to hyporheic exchange

Bedforms develop at a wide range of scales in response to streamflow conditions.  These bedforms in turn influence the exchange of streamwater solutes with groundwater (hyporheic exchange).  To study the evolution of sandy bedforms and their effect on hyporheic exchange, we are engaged in an NSF-funded research project with Northwestern University and the USGS to study the bedforms and solute exchange in Clear Run, Wilmington, NC.  I have been working on characterizing the evolution of these bedforms by analyzing a series of time-lapse photographs produced during a recent field campaign at Clear Run.  The video below shows the evolution of the bedforms through a small flood stimulated by a controlled dam release.


Time lapse video of Clear Run bedforms during experimental flood, 9/18/09.  Frame interval is 30 seconds, video shows 10 frames per second.  Field of view length ~3 meters.

Links

GEOL 305 - field data

Raleigh

Research

Penn Sediment Dynamics Team

Penn Sediment Dynamics Laboratory

 

 

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Department of Earth and Environmental Science
University of Pennsylvania, 254-b Hayden Hall, 240 South 33rd Street
Philadelphia, PA 19104-6316