Perpetual Motion Machine Concept Utilizing Rising andFree-Falling Buoys, Second Iteration.DATAIf you are interested in the Grav-Buoy Data, it can be downloaded at:                GRAV-BUOY DATAThe results did not show over-unity, in my most accurate equations.Rising and Free-Falling Buoys Data       nathancoppedge.com
NATHAN COPPEDGE--Perpetual Motion Concepts
 DON'T WANT A DOWNLOAD? HERE ARE SOME BASICPOSSIBILITIES FOR THE GRAV-BUOY DEVICE:                                 Here is some data I generated using some estimations and theequations previously included here.Effective buoyancy is calculated as proportional to a small allumina buoy.Note that "maximum efficiency" takes no account of friction, and that theestimates for buoyancy, while based on real-life equipment, may be on the highend of possibility. Also, weight was calculated based on estimates that may notreflect accurately what is possible with a given buoyancy. Ideally, high weightand high buoyancy together would contribute to a more feasible design (yetweight that is high relative to buoyancy would not be effective here, particularlyif the "buoys" do not float).With 0.25 meter diameter buoys the balance would be:dimensions |  pull strength | entry resistance  |  max. difference | max. efficiency10 X 60m       2258 kg        291.5 kg               1966.5 kg         7.746 (675%)10 X 110m      3251.4 kg     333.2 kg               2918.2 kg         9.758 (876%)10 X 210m      8325.2 kg     416.8 kg               7908.4 kg       19.974 (1897%)20 X 120m      4516 kg        517.3 kg               3998.7 kg         8.730 (773%)20 X 220m      8553.5 kg     541.2 kg               8012.3 kg       15.805 (1480%)20 X 1020m    40855.1 kg    732.4 kg             40122.7 kg       55.782 (5478%)for 0.5 meter diameter buoys the balance is:dimensions |  pull strength |  entry resistance | max. difference | max. efficiency10 X 60m     6846.5 kg       1165.8 kg             5680.7 kg          5.873 (487%)10 X 110m   8833.2 kg       1333 kg                7500.2 kg          6.627 (563%)10 X 210m  25106 kg         1667 kg              23439 kg           15.061 (1406%)20 X 120m  13692.9 kg      2069.1 kg           11623.8 kg           6.618 (562%)20 X 220m  25851.3 kg      2164.7 kg           23686.6 kg         11.942 (1094%)20 X 1020m 123121.8 kg    2929.7 kg         120192.1 kg         42.025 (4203%)for 0.75 meter diameter buoys the balance is:dimensions |  pull strength  | entry resistance | max. difference | max. efficiency10 X 60m       16646.8 kg    2622.5 kg            14024.3 kg         6.347 (535%)10 X 110m     22855.3 kg    2998.5 kg            19856.8 kg         7.622 (662%)10 X 210m     61227.5 kg    3750 kg               57477.5 kg       16.327 (1533%)20 X 120m    33293.4 kg     4654.4 kg            28639 kg            7.153 (615%)20 X 220m    62968.2 kg     4869.5 kg            58098.7 kg       12.931 (1193%)20 X 1020m  300376.7 kg   6590.3 kg           293786.4 kg       45.579 (4458%)for 1 meter diameter buoys the balance is:dimensions |  pull strength  |  entry resistance | max. difference | max. efficiency10 X 60m       45875.3 kg      4662.1 kg          41213.2 kg         9.840 (884%)10 X 110m     70708.8 kg      5330.5 kg          65378.3 kg       13.265 (1227%)10 X 210m   169760.5 kg      6666.5 kg         163094 kg         25.465 (2446%)20 X 120m    91749.9 kg       8274.2 kg          83475.7 kg       11.089 (1009%)20 X 220m   174157.3 kg      8656.7 kg         165500.6 kg      20.118 (1912%)20 X 1020m  833458.4 kg    11715.8 kg        821742.6 kg       71.140 (7014%)Parentheses show maximum over-unity value without accountingfor friction, assuming as always that buoys rising vertically have pull. Theyvery well may not. However some of these numbers may indicate that thedevice could produce energy even if there is no buoyant force in the upper tank.In that case the operating assumption would be that there is no negative drag ineither of the tanks, or at least that the gravity force would overcome the drag aswell as the entry resistance.To see more complete data, you can download the completedocument on my data page.Fluid Leverage Summary                nathancoppedge.com