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Wttk_wedge Voltk_wedge_to_top_tk sub_fill <br />Voltk_wedge_to_water_level Voltk_wedge_to_top_tk sub_alt_fill <br /> <br />Voltk_wedge Vol tk_wedge_to_water_level alt_fill <br /> <br />14277lbf  <br />Weight of Fill Wedge Acting on the Tank at the Ends <br />Angle of End Cap Wedge Aside_EC 0deg max width at grade ww 32 in <br />InstallationNote_end "No End to End Adjacent Tanks" <br />Effective Width of End Cap Wedge at Grade <br />WEC_wedge min ww <br />OD tk <br />2 Covertktan Aside_EC Installation_end "No End to End Adjacent Tanks"=if <br />min 0.5 Spacingtk_end ww <br />OD tk <br />2 Covertktan Aside_EC otherwise <br /> <br />WEC_wedge 0in effective width of the end cap soil wedge at grade <br />Angle EC_wedge atan <br />WEC_wedge <br />OD tk <br />2 Covertk <br />0deg  Effective soil wedge angle using <br />the wedge width at grade <br />The end cap wedge weight will include three volumes - <br />- vol below the tank top using a submerged unit weight of sub_fill <br />- vol above the tank top that is submerged using a unit weight of sub_alt_fill <br />- vol above the tank top that may not be sumerged based on the water level with a unit weight of alt_fill <br />width of the soil wedge at <br />the tank topWEC_wedge_at_top_tk <br />ODtk <br />2 tan Angle EC_wedge 0.0 in  <br />width of the <br />soil wedge <br />at the <br />water level <br />WEC_wedge_at_water_level Covertk <br />ODtk <br />2Waterdepthtan Angle EC_wedge 0.0 in  <br />Volume of the <br />EC Fill Wedge <br />for One End <br />Cap <br />wedge for <br />one end <br />caps <br />Vol EC_wedge .5 <br />ODtk <br />2 CovertkWEC_wedge ODtk 0ft3  <br />Vol EC_wedge_to_top_tk .5 <br />ODtk <br />2 WEC_wedge_at_top_tk OD tk 0ft3  <br />Tank Buoyancy, Rotten Robbie No 69, <br />Manteca CA, dwg 17366-001, 10ft DWT <br />Date Printed: 9/7/2023 Page 18 of 46