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Fluid Ballast Weight Wtfld_ballast Vol ballast SGballast wat 0  any ballast weight will be <br />used to offset the design <br />buoyant force. it will not <br />be considered to be a <br />down down force <br />Number of Risers Nr 2 <br />Riser Diameters from <br />Left End of Tank <br />enter ID of each sump or manway riser starting in row 1. Enter 0 if none. For <br />each riser, there should be a corresponding position in the riser location vector. <br />Risers may be round or rectangular. If the sump is rectangular, the equivalent <br />circular riser diameter that provides the same cross-sectional area will be <br />used in the calculations. <br />Sump Diameter or <br />One Rectangular <br />Dimension <br />Second Rectangular <br />Dimension (Enter 0 if <br />Sump is Round) <br />Dim1 <br />42 <br />48 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />in Dim2 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />in <br />ii 0 last Dim1  ODrii if Dim2 ii 0=Dim1 ii <br />4 Dim1 ii Dim2 ii <br />Riser Diameter or Equivalent Round Diameter if Rectangular <br />reset vector for the number of risers <br />ODr <br />42.0 <br />48.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />in ODr 0( ) submatrix OD r 0Nr 100 on error 42.0 <br />48.0 in  <br />Total Riser Plan View Area Arear 4 ODr <br />2 3195 in <br />2  <br />Tank Buoyancy, Rotten Robbie No 69, <br />Manteca CA, dwg 17366-001, 10ft DWT <br />Date Printed: 9/7/2023 Page 9 of 46