Capstone Presentation - LSU Campus Sustainability

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Two columns support the entire array and purlin frame 10.5 feet in the air Columns are encased in concrete footing 5 foot below ground Bending and buckling stresses were found • 8” square tubing with 3/8” wall thickness chosen
Concrete footing surrounds the column in the ground Rebar cage designed to strengthen footing 24” square hole 6.5’ into the ground • Rebar cage placed 6” from bottom of hole • Column placed in center of hole, 18” from the bottom of hole
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: Cable supports are run from the col
Page 34 and 35: Concrete Footing design changed due
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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