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Unit Weights <br /> Water Backfill Submerged Backfill Concrete Submerged Concrete <br /> twat=62.4 pcf 7BF= 100pcf 7sub BF = 58.4•pcf �conc = 150.pcf ;ub rune = }+7.6 orf <br /> Dry weight of soil: Submerged saturated weight of soil: The lighter soil weights are <br /> peagravel = 100 pcf, peagravel = 58.4 pcf, used for backfill to provide a <br /> sand or crushed stone = 120pcf sand or crushed stone = 75 pcf conservative analysis <br /> heavy soil = 130 pcf heavy soil worse case = 85 pcf <br /> Riser Inputs <br /> Riser Locations Riser locations from OD Risers <br /> from Left End Tank center of tank <br /> 6 0.875 it:= 0..lasgIR) -9.177 48 <br /> 21 8.25 6.438 48 <br /> 0 (l 0 0 <br /> 0 0 1 0 0 <br /> R= ft + -in eRiser• IR. - —Ltot if 1R >0 <br /> 0 0 it ( Ir 2 tr ft= 0 ft OD 0 in <br /> 0 0 0 otherwise 0 0 <br /> 0 0 0 0 <br /> 0 j 0 0 <br /> For each riser, ENSURE that the riser location <br /> and diameter are in same rows of the matrix <br /> RAWMary of Volumes and Geometry <br /> n Buoyancy Calculations <br /> ITO Cnrhnr rtran(-aIn datinne <br /> `• <br /> San Joaquin RTD- 18993-Buoyancy v1 Proprietary information Do not copy or distribute w/o written permission from CSI page 6 of 11 <br /> 871 06-03-14.xmcd <br />