Capstone Presentation - LSU Campus Sustainability

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Concrete Footing design changed due to capabilities of Facility Services • Augered two 6.5’ deep, 35” diameter holes 16”x16”x6’ Rebar Cages placed in each hole 18” concrete poured, set for 24 hours
Two A36 Steel Columns cut to length of 15 feet Conduit Base Plate Turnbuckle tabs welded
Page 1 and 2: Kyle Gravois Abby Ruiz Chad Santos
Page 3: LSU’s endeavor to enhance campus
Page 9 and 10: Produce largest volume of water pos
Page 11 and 12: Energy source should produce maximu
Page 13 and 14: Submersible pump most common Consi
Page 15 and 16: Wind Turbine • Originally propose
Page 17 and 18: Mounting PV Panels can optimize sol
Page 19 and 20: Manual seasonal shift mount chosen
Page 21 and 22: Electrical Line Water Well 4” Dra
Page 23 and 24: Consists of eight 230 watt SolarWor
Page 25 and 26: Positive, Negative, and Ground to P
Page 27 and 28: Panels directly mounted to purlin f
Page 29 and 30: Cable supports are run from the col
Page 31: Concrete footing surrounds the colu
Page 36 and 37: Inner Hinge Pipe 3” SCH 40 pipe,
Page 38 and 39: 2 Top Row Purlins • Cut to 17.46
Page 40 and 41: Four adjustable supports • Turnbu
Page 43: Well Construction • Contractor mu
Page 46 and 47: Each panel was tested to make sure
Page 48 and 49: The flow rate of the system was als
Page 50 and 51: Voltage Amps Amps 8 6 4 2 0 Amps 6:
Page 52 and 53: Flow rate (GPM) Flow rate 80 70 60
Page 56 and 57: Advisor: Dr. Nikitopoulos Sponsor:

Capstone Presentation - LSU Campus Sustainability

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