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<br />-\ <br /> <br />00liJJl <br /> <br />~ <br /> <br />EDWARD G. BEADENKOPF <br /> <br />-, <br />I <br /> <br />Education <br />B.S. Civil Engineering, University <br />Soil Conservation Service Seminar, <br />U. S. Army Corps of Engineers <br />Simulation <br /> <br />of Maryland, 1975 <br />TR-20 Computer Simulation <br />Seminar, HEC-l Computer <br /> <br />I <br />J <br />I <br />I <br />, <br /> <br />Professional Registration <br />Maryland, E.I.T. No. 2843 <br /> <br />Professional Affiliation <br />American Society of Civil Engineers <br /> <br />, <br />-J <br /> <br />Professional Ex~erience <br />Mr. Beaden opf has primarily been involved in the preparation <br />of hydrologic and hydraulic analysis since graduation from <br />college. His experience has ranged from the computation of <br />flood profiles, both discharge and elevation, to the technical <br />review of over 100 floodplain studies. This exposure involved <br />the calculation of the hydraulics of both suber i tical and <br />supercritical profiles, for both natural and man-made <br />channels, and frequently included the evaluation of the <br />effects of proposed structures. <br /> <br />-: <br /> <br />His responsibility has included supervision of an engineering <br />team in reviewing and re-analyzing flood insurance studies as <br />required by the National Flood Insurance Program. As part of <br />this review he has used the Army Corps of Engineers' HEC-2 <br />computer program extensively as well as obtaining a working <br />knowledge of the Corps' HEC-l and Flood Flow Frequency <br />programs in addition to the Soil Conservation Services' TR-20 <br />and WSP-2 programs. <br /> <br />Since joining our firm Mr. Beadenkopf has been assigned as <br />Project Engineer for the preparation of 13 HUD Type 15 Flood <br />Insurance Studies for the Federal Insurance Administration. <br /> <br />-I <br />i <br /> <br />As such he has directed an engineering team of several <br />engineers and appropriate backup staff in the analysis of over <br />130 miles of floodplains within Colorado. This analysis has <br />included the hydraulic analysis of water courses with drainage <br />areas ranging from 1.00 to 1550 square miles. <br />