This is a collection of theses completed to fulfill B.S. requirements in the College of Engineering, University of Wisconsin from 1895 to 1962.
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Conversion of Results Model to Prototype
Construction of Land Relief
Results of Tests
2 other sections not shown
9 ft apron in front baffle blocks basic model Blaise bottom before run coefficient concentrated in front concrete coat converted to prototype crest elev dam proposal Data deepest scour Defl discharge driftless area elevation 51.0 ft elevation 67.5 elevation of 51.0 feet flume full-gate flow further modifications GAGE READINGS HEAD gate closed Gate open gate section Headwater Gage Hnoos horizontal IHniN3A LAFAYETTE COUNTY land relief left Facing downstream lesser hole Lower pool bottom Map of Yellowstone Model of Yellowstone model tested molded sand ogee OiO*l plywood powder coat READINGS HEAD TAIL resulting from full-gate roller gate Run B-8 Schultz scour in front Scour pattern resulting scour pattern showed sec.-ft SHflOiNOO showed the deepest sill sluice gate sluiceway SOO*X spillway section stilling box tailwater at elevation tailwater elevation Tailwater Gage Tailwater point gage tailwater was slowly Venturi meter VZ.X WISCONSIN XO*X XXO*X Yellowstone Conservation Area Yellowstone Dam Run