Experience in the Field

Terrain Modeling and Dredging Analysis with ArcGIS

The U.S. Army Corps of Engineers is a worldwide organization that provides engineering services and construction support for a wide variety of military and civil projects. Since 1928, the New England District of the Corps has been responsible for the operation and maintenance of the Cape Cod Canal in Massachusetts. The Canal, 17.4 miles long, is designed primarily to provide safe waterway navigation between Cape Cod Bay and Buzzards Bay, saving an average of 135 miles of coastwise travel around the Cape's tip and outer shore. The Canal is also operated as a federal recreation area available to the visiting public.

Benefits of the Channel Management Process with ArcGIS

1. Application uses data incorporated into GIS storehouse
2. Analysis results can be stored for historical reference and future use
3. Data processing is a simple extension of the existing GIS processes
4. Model and dredging information can be combined with GIS data sets to perform detailed and complex analyses
5. Updates to channel management data are easily processed into the stored models
6. Analysis time is reduced from weeks to a matter of hours

The Army Corps of Engineers-Cape Cod Canal (CCC), a field office of the New England District, has utilized ESRI products for the last ten years to assist with the maintenance and operation of the Canal. For better system management and tighter security, the CCC recently began a migration project from the existing system to ArcGIS Desktop. Canal personnel sought to utilize the new functionality of ArcGIS--the Geodatabase structure, advanced ArcGIS editing tools with multi-user capabilities, wizard driven menus, and high-quality cartography. On the foundation of the Geodatabase, they planned to create a GIS model of the waterway system, developing a process and designing specific tools that would assist them in the dredging of the Canal. Based on hydrographic surveys of the Canal bottom, dredging is periodically necessary to eliminate sand and other excess material deposited due to the Canal's swift current. The CCC currently uses manual processes to determine the amount and location of material to dredge.

To accomplish these tasks, the CCC contracted Sewall to assist with the Geodatabase design, interface ArcSDE and Oracle configuration, data migration, and development of custom dredging, volumetric analysis, and estimation tools. Sewall's shared history with the CCC and experience with ESRI products as an authorized ESRI software developer were essential criteria for selection as a vendor. On previous projects, Sewall has provided the Canal with digital orthophotography, digitally compiled photogrammetric and facility data in ESRI Coverage format, and a customized system using ArcView and ArcInfo.

Custom dredging tools for the Canal were programmed with ArcObjects, utilizing ESRI extensions Spatial Analyst and 3D Analyst, and ArcScene for viewing capabilities.

PROJECT DEVELOPMENT
Application Development. To automate the current manual process of calculating dredge volumes, Sewall developed two custom tools, Fish Net Filter for creating Canal bottom contours and Cut Volume for dredging estimation and analysis. The Fish Net Filter was originally written for the CCC in 1995 in Avenue. For the updated process Sewall rewrote it in Visual Basic , using ESRI's ArcObjects.

When utilized, the filter creates an even spaced grid centered over the selected data set. Then it creates a new data set with the same fields as the original. The highest point in each grid cell is copied to the newly resampled data set. This smaller resampled data set makes some analysis functions more efficient without degrading the quality of the resulting information. The CCC uses these results to create Canal bottom contours. The original depth sound points are spaced about 1 foot apart.

For dredging estimation and analysis, the Cut Volume tool creates two triangular irregular networks (TINs)--digital terrain models based on a network of discrete triangles--then calculates the cut volume between them. Based on the Canal design model, the first TIN is created from design elevation points at stations along the Canal and from breaklines for changes in slope.

These two data sets contain attribute elevations for both the design bottom and the regulated design overdepth (2 feet lower). As a result, the design model TIN is created at either depth.

  The second TIN is a sounding model created from collected depth soundings that have been converted to elevations. The last step is converting both TINs to raster images and calculating the difference. The intermediate TINs are saved and can be loaded into ESRI's ArcScene for viewing.

Summary
For the CCC, maintenance and updating of Canal data are part of an ongoing process. The enhanced functionality of the Geodatabase model, ArcGIS Desktop, and custom dredging tools significantly increase the CCC's ability to optimize resources and manage navigation channel right-of-way operational activities.

For more information, contact Clarence Young, Project Manager, Energy and Telecommunications, at 207-827-4456; Email: youc@jws.com

 

Top of page