Geomorpholoy team aims to increase understanding of the processes which control landscape shape and thickness, as well as the feedbacks between hydrology, biology, weathering, and erosion.
Image: Terrestrial, tripod-mounted LiDAR (Light Detection and Ranging) scans the topography of the catchment from multiple points for high-resolution imaging of micro-topography along hillslopes.
This group is tagged with:
The geomorphology working group is examining three fundamental questions at the Shale Hills CZO and surrounding region (Fig. 1):
Figure 1: Perspective view of a shaded-relief image generated from high-resolution LiDAR topographic data. The relict braided stream in the foreground with alluvial terraces is interpreted to have formed during earlier time periods of increased sediment yield associated with active hillslope transport under periglacial conditions. Adjustments in this trunk stream are suspected to have changed base level for the SHO watershed.
1) What are the primary processes and rate laws that set the shape of the landscape and the thickness & properties of the Critical Zone?
2) What are the dynamics of feedbacks between hydrology, biology, weathering, and physical erosion?
3) How have the processes and products of the SHO regolith mill changed in response to past climatic, base level, and land-use perturbations?
Question 1: Primary processes and rate laws
We are approaching the question of what controls soil erosion and downslope transport from both a theoretical and empirical perspective.
Figure 2a: Shaded relief of the SHO watershed, with an overlay generated from terrestrial laser scanning of topography. Note the sub-meter scale roughness associated with pit-and-mound topography interpreted to represent relict tree-throw events.
We are also conducting field-based experiments designed to quantify the rate of regolith formation, the role of tree-throw in the downslope transport of material, and the residence time of material in regolith.
Figure 2b: Field photograph of recent tree-throw event. Inset shows geometric properties of pit-and-mound topography.
Figure 3: Schematic representation of the use of meteoric 10Be as a tracer of sediment flux on hillslopes. Meteoric 10Be is produced during spallation reactions between cosmic-rays and 16O and 14N in the atmosphere where is then delivered to the ground surface via precipitation. Accumulation in regolith over geologic time is a function of both delivery rate and the residence time of regolith material in the watershed. Profile shape frequently follows either a declining trend with depth or exhibits a bulge shape, which is controlled by particle size and mineralogy.
Question 2: Feedbacks in the landscape/regolith system
Transport laws relating sediment transport, erosion, and deposition are being incorporated into the Penn State Integrated Hydrologic Model (PIHM) and implemented in numerical simulations designed to illuminate the nature and direction of feedbacks among processes acting within the Critical Zone. The fully integrated hydrologic/sediment flux model (PIHMSed) includes feedbacks between soil thickness, downslope sediment flux due to rate of tree-throw, rate of regolith conversion from bedrock, evolving soil moisture, and solute fluxes. Three domains (Fig. 4) all co-evolve to produce different steady-state landscapes, depending upon the external forcing conditions.
Figure 4: Definition sketch of hillslope where z = ground surface elevation (m), e = bedrock interface elevation (m), f = fracture zone thickness (m), h = regolith thickness measured in the vertical (m), U = rock uplift rate (m yr-1), E = net erosion/deposition rate (m yr-1) on the surface by overland flow, and qsx = volumetric flux of regolith (m3 m-1 yr-1). These form the basis for transport laws implemented in PIHM.
Question 3: Dynamic evolution of the SHO over geologic time
The thickness of regolith and the efficiency of the weathering engine in the SHO has been influenced by perturbations in both the geologic and recent past. Ongoing efforts are focused on understanding the response of Critical Zone processes to enhanced sediment production and hillslope transport during periglacial times.
Figure 4: Definition sketch of hillslope where z = ground surface elevation (m), e = bedrock interface elevation (m), f = fracture zone thickness (m), h = regolith thickness measured in the vertical (m), U = rock uplift rate (m yr-1), E = net erosion/deposition rate (m yr-1) on the surface by overland flow, and qsx = volumetric flux of regolith (m3 m-1 yr-1). These form the basis for transport laws implemented in PIHM.
Figure 5A: Shaded relief image from PAMAP LiDAR topography showing solifluction lobes on the SE side of Thickhead Mountain, 16 km east-northeast of SHO. Figure 5B: Topographic profile along line of section in A. Undulation heights lie between 5 and 12 ft, with a wavelength about 320 ft.
We anticipate that these investigations will inform our understanding of the degree to which antecedent conditions “preconditioned” the landscape and materials now incorporated in the Critical Zone.
Figure 6: Topographic differences in average gradient on north and south facing slopes within the SHO.
Figure 7: Hillslopes along east-west oriented hillslopes within the CZO and nearby catchments exhibit systematic differences in gradient
Contacts: Rudy Slingerland (PI), Eric Kirby (PI), and Nicole West (Ph.D. Student)
Collaborators: Paul Bierman (University of Vermont)
Shale Hills, INVESTIGATOR
Shale Hills, INVESTIGATOR
INVESTIGATOR
INVESTIGATOR, COLLABORATOR
INVESTIGATOR
INVESTIGATOR, COLLABORATOR
INVESTIGATOR, PostDoc
GRAD STUDENT
2011
Preliminary estimates of regolith generation and mobility in the Susquehanna Shale Hills Critical Zone Observatory, Pennsylvania, using meteoric 10Be. West, N., Kirby, E., Bierman, P., Rood, D. (2011): Applied Geochemistry v.26, S146 – S148