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<br />Terry A. Bowen, PE
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<br />Related Experience---continued
<br />Pacific Railroad system. Work involved field surveying, computer analysis
<br />using HEC-l, HEC-2 (now HEC-RAS), and HY-8, and evaluation of
<br />alternatives. Perfonned analyses for over 300 sites in Louisiana, Texas,
<br />Arkansas, Nebraska, Colorado, Washington, Oregon, Idaho, Oklahoma, Utah,
<br />Nevada, Wyoming, Kansas, [owa, California, Arizona, New l'vlexico, Illinois,
<br />Minnesota, and Wisconsin,
<br />
<br />. Site Manager and Engineer for the hydrologic and hydraulic analyses of bridges
<br />and culverts being considered for replacement in the Union Pacific Railroad
<br />system. Hydrologic analysis experience includes the use of the U.S. Anny
<br />Corps of Engineers HEC-t Flood Hydrograph Package, the U.S. Soil
<br />Conservation Service TR-55 Method, the U.S. Army Corps of Engineers
<br />HECWRC Flood Frequency Analysis Program, the Rational Method, the
<br />Potter's Method, and various U,S. Geological Survey Regression Equations.
<br />Hydraulic analysis experience includes extensive use of the U.S. Corps of
<br />Engineers HEC-2 Water Surface Profiles Program (now HEC-RAS River
<br />Analysis Program) and the Federal Highway Administration's HY8 Culvert
<br />Analysis Program. Performed analyses for over 300 sites in Louisiana, Texas,
<br />Arkansas, Nebraska, Colorado, Washington, Oregon, Idaho, Oklahoma, Utah,
<br />Nevada, Wyoming, Kansas, [owa, California, Arizona, New Mexico, Illinois,
<br />Minnesota, and Wisconsin. Project experience also includes site surveying and
<br />field investigations, agency c:ontacts to gath"r data and determine pennitting
<br />requirements, and writing final reports and permit applications.
<br />
<br />Papillion Creek Flood Model, U.S. Army Corps of Engineers, Omaha District,
<br />Omaha, Nebraska. Project Manager responsibl" for preparing and calibrating a
<br />HEC-lF model of the Papillion Creek basin. This project involved developing a
<br />HEC-l F model of a 400-square-mile basin in eastern Nebraska. The model will be
<br />used in conjunction with a new ALERT system of stream stage-gages and
<br />precipitation gages to provide advance warning of potential flood events.
<br />
<br />San Juan Creek, Capistrano Beach CWD, California. Project manager for the
<br />evaluation of floodplain issues. The U.S. Army Corps of Engineers HEC-RAS
<br />model was used to estimate the I OO-year water surface elevations. These elevations
<br />were compared to the proposed grade elevations for compliance with the floodplain
<br />criteria set by the City of Dana Point and the Federal Emergency Management
<br />Agency. This project involved the development of a grading plan to obtain coastal
<br />penn its from the city of Dana Point and the California Coastal Commission for the
<br />proposed development of 30 acres of District property in the San Juan Creek
<br />floodplain. Boyle also coordinated with utility companies to extend service to
<br />Capistrano Beach CWD property along San Juan Creek.
<br />
<br />Santa Rosa Inundation Maps, City of Santa Rosa, California. Project engineer
<br />responsible for preparing inundation maps for three of the city's storage ponds to
<br />satisfy the requirements of the California State Office of Emergency Services and to
<br />aid the city in preparing its Emergency Warning and Evacuation Plans. Used the
<br />U.S. Anny Corps of Engineers (USACE) HEC-] and HEC-2models to perfonn the
<br />dam-failure analysis and to define the flood boundaries.
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<br />aOI,JLE
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