DETERMINING THE FLOOD POTENTIAL OF DRAINAGE BASINS IN COLORADO SPRINGS, CO, USA
Both groups used 100- year flood formulas to determine the theoretical amount of runoff that would fill the channel during a 100-year flood in several of the drainage basins studied. After determining the theoretical data, the students moved into the field for observation and specific measurements of the channel that were evaluated. The theoretical and actual data determined and collected were compared and a determination about the hazards that may occur during a 100-year flood was completed. The middle school group used software, developed by the author and based on Q = cia where Q = 100-year discharge in cfs, C = coefficient of runoff, i = intensity of runoff, and a = area in acres, to develop theoretical data by the use of a computer. The college students used an academic version of HEC-Pack from the U.S. Army Corps of Engineers Hydrologic Engineering Center (HEC) and Graphical HEC-1 from Haestad Methods. Both groups used nomographs, flood hydrographs, and specific topographic maps while completing their investigations.
The developed field and computer data was used to develop mitigation solutions to the observed problems. Many solutions such as levee and dam development, widening and deepening of channels, raising bridges, and the relocation of structures were often included in their solutions.
The poster presentation will incorporate the developed data, photographs, maps, and solutions for many of the drainage basins.