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186 Living Energies the right-hand side of the arrangement, the flow can be increased due to the steepening of the gradient and the effect of gravity. The actual final presentation of the report5 was rather biased. The most significant and revolutionary data were largely glossed over, because it would have caused an unwanted upheaval in the scientific world by over- turning the hitherto scientifically sacred 'Second Law of Thermodynamics'. Accord- ing to this law, without further or continuous input of energy, all (closed) systems must degenerate into a condition of total chaos or entropy. These experiments proved the con- trary to be true. The most interesting pipe (no. 2) portrayed in larger scale just below the levelling vessel in fig. 14.6 has the cross-section shown in fig. 14.7 and is similar to that taken through an antelope or Kudu horn, supporting Vik- tor's maxim "Comprehend and Copy Nature!" This was the object of two successful patents6, which were applied for and granted in many countries, the one shown in fig. 14.7 being the more comprehensive illustration of it7. Strangely enough, while I was able to obtain copies of the fuller patent from Brazil, Portugal and France through friends, I was unable to trace any in Great Britain, Germany and Austria. No approach was made to the United States. In the diagram showing the increase and decrease in friction of the pipes under test (fig. 14.8), the upward portions of the curve indicate that friction is being generated or pressure is increasing and the downward sec- tions where these are reducing. The glass pipe (No. 4) was actually found to be the least suit- able for water transfer, having a higher fric- tional coefficient than a similar copper pipe, in which friction begins to take effect only at higher flow volumes. Both straight glass and straight copper (No. 3) pipes exhibit a certain fluctuation in values but, in the main, friction is constantly on the increase. Fluctuation in frictional values becomes more evident in the straight rifled pipes, but it can be seen that the spiral-helical pipe (No. 2) produces a markedly different profile to those of the other test-pipes. On two occa- sions, it dips below the line of zero friction at the bottom of the graph. Instead of interpret- ing the downward curves on the graph as a decrease in friction or pressure, they could be viewed as those sections where suction is increasing. What is happening here is that due to the involuting flow movement caused by the configuration of the pipe-walls, the water is directed away from the walls, thus reducing the friction. In his report, Popel does not refer to this phenomenon, other than to state that on two occasions friction appeared to diminish to zero. What he does not mention, which must have been apparent at the time, was that the measured frictional values also dipped below the line of zero friction; a condition that could be termed 'Negative Friction', a paradox of physics. This expression is not of my making, but one which Walter Schauberger averred was coined by Popel himself. Due to the far- reaching implications of this startling discov- ery for accepted hydraulic theory, Popel may well have been disinclined to record it in writ- ing for fear of suffering an 'ideological repres- sion' akin to that of Jacques Benveniste, discussed earlier. While moving at this particular velocity relative to the form of the pipe, the flow of water was in harmony with the configuration of the pipe. When something is in harmony with something else, then there is no friction. This unexpected phenomenon invalidates the Second Law of Thermodynamics and is no doubt why Popel never aired it publicly, because it would mean that a system can actually generate energy spontaneously; that once started, a further input of energy is unnecessary; that energy is not a constant quantity, but that it can also be increased, since once again we are here concerned with the presence of immaterial dynagens created through 'original' motion. In further confirmation of the periodically lower and nonexistent levels of friction in the spiral-helical pipe, the table in fig. 14.9 lists the relative frictional losses of the various pipes under test. In the case of the spiral- helical pipe it can be seen that these losses are reduced to zero on three occasions and reach a periodic minimum at flow-rates of 0.191it/sec and 0.441it/sec. With only one orPDF Image | Viktor Schauberger Work Explained
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