Figure 6: Surface flow rates for the esker mire complex.  Highest flow being on the sides of the esker, where the highest slope angles occur.  Slowest rates occur on the peatland where it is extremely flat comparatively to the esker.
Rates of Surface Flow
Surface Water Modeling of the Esker Mire Complex at Massawepie Boy Scout Camp, Gale, NY
John Rupp
Methods
•Create hill shade from DEM of Massawepie Mire
•Identify sinks in the DEM and fill in those sinks to create a depressionless DEM
•Go into 3D analyst and go down to convert raster to tin and create tin from the hillshade. 
•In Arc Toolbox go to the surface hydrology tools and run tools such as flow direction.
•In Arc Map start editing and create hard break lines for the lakes that border the mire.
•Analyze images created to figure out surface water flow tendencies for the peatland.
•Open Arc Scene and open the tin of Massawepie and drape the aerial photo of Massawepie over the tin.
•Set the base heights and drape the aerial photo over the tin.
•Fly towards the peatland and note the missing section of the esker.  This has possibly been eroded into the peatland before peat has begun growth.
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Introduction
Massawepie Mire is an ombrotrophic bog that is bounded by an esker in Gale, NY.  The surface of the peatland is flat with a slight rise towards the center of the peatland.  The infrared aerial photo shows the changes in vegetation very well.  There are three sections to the peatland all consisting of different types of vegetation which is due to different acidities of water in these parts of the peatland.  Using GIS the peatland surface water flow was able to be determined.  The water flow off of the esker onto the peatland was also determined.
Figure 3: Image created in Arc Scene.  Yellow lines are transects that were conducted on the peatland with the Geology Department’s Ground Penetrating Radar unit.  Note the body of water (black) in the center of the image does not have any of the esker body between it and the peatland.  This shows erosion of the esker and GPR data shows possible esker material at base of peatland.
Interpretations
When looking at the mire from the standpoint of figure 3, it is easy to see that the peatland is flat comparatively to the esker that bounds it.  There is the one area where the esker has been eroded away.  This area is slightly different than what the tin is telling us.  At the site, this area has been eroded away, but not to the extent that the tin is allowing us to see.  The tin is also being observed at a vertical exaggeration of 1.5.  This error appears to be from the DEM.  Part of the reason as to why there appears to be no esker here could be because at this point the esker is only about 8 to 10 m in height compared to other portions of the esker which are upwards of 30 m in height.  This is a large difference which could be the reason why the esker here is not seen. 
The surface flow of the esker, figure 5, shows that most of the water flows towards the western side of the peatland and meets up with the hill seen in the aerial photo.  At this point the model shows that there is a lot of changes in direction between each cell, but a general direction is seen towards the north.  On the near side of the esker the surface flow seems to be jumbled at the peat and esker contact.  This shows a flow to the northeast.  There is an open channel of water here that is fed by surface and ground water from the esker and from the groundwater from the peatland.
Conclusion
The modeling that was done for the peatland is slightly skewed because the water flow is over peat which absorbs water very well.  This does not allow for surface water flow to occur very easily.  There must be a very large amount of rain to fall in order to have surface water.  Another problem with the model is the micro-topography of the peatland.  The hummocks are large enough to divert water flow but not large enough for a aerial photo to pick up, causing the problem with the model that was created of surface water flow.  The surface flow would work much better if the model was completed on a surface that did not absorb water so well.
Figure 2: Infrared Aerial Photo of the esker-mire complex at Massawepie Boy Scout Camp.  Color changes in peatland due to change in vegetation type.  Bright reds are pine trees signifying sandy soil type.  Reddish purple are spruce trees.  In peatland whitish color are grasses and sedges with red being all Sphagnum.
Peatland
Esker
Figure 5: Surface water flow map of the peatland.  Table on left shows how to interpret which direction each cell the surface water would flow.  Graph shows the distribution of direction of water flow.  Table taken from Arc GIS help page for hydrology tools.
Flow Direction of Surface Water
Figure 4: TIN created from the Longtom Mountain DEM.  Massawepie is located in the upper right of the TIN.  TIN used to show general topography of the area.
Massawepie Mire
Figure 1: Map is the depressionless hillshade of Massawepie Mire.  All sinks have been filled.  Table shows what the computer does to fill and remove areas of sinks.  Table taken from Arc GIS help page on hydrology sinks and fills tools section.
Depressionless Hillshade of Massawepie Mire
Acknowledgments
I would like to thank Carol Cady for answering my questions which tended to occur about every 5 minutes while working on this project and throughout the whole semester.  I would also like to thank Bill Olsen for answering all my questions when Carol was either sick of me or when she was not in her office.