Viktor Schauberger Work Explained

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Viktor Schauberger Work Explained ( viktor-schauberger-work-explained )

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160 Living Energies may involve the slope of the bed-gradient and thereby the speed of flow, the width of the channel - wide, shallow channels drop- ping sediment more quickly, the temperature gradients operative lower down, etc. Each type of discharge eventually produces the same results - silting up followed by flooding. The control of the downstream flow for the purposes of extending the period of a posi- tive temperature gradient can be achieved through the construction of appropriately designed dams. Fig. 13.3 depicts a patented design for a dam by Viktor Schauberger, which shows various outlet-sluices at differ- ent heights on the dam-wall. The aim of this arrangement is to remove large and therefore disruptive temperature differences and to bring the external air temperature and the temperature of the riverwater into a closer approximation. Controlled by a floating cais- son, which in turn is operated by the ambient external temperature, these sluice-gates take water from different levels of the dam, each level having a different water temperature. The higher the external temperature, the higher the relative temperature of the water released, although this is always cooler than any water overflowing via the spillway. To ensure the best possible mixing of the variously tempered waters, a vortex is cre- ated at the foot of the wall by the upwardly curving element shown at K3. In this way the temperature of the discharge can be attuned as far as possible to that of the downstream flow regime, thereby reducing large and harmful fluctuations in the temperature of the water itself and avoiding any premature inversions of the positive temperature gradients. A further advantage to this novel approach is that the stability of the dam wall itself can also be greatly enhanced if the above design is used. In the period immediately after the con- struction of a new dam has been completed, relatively high temperatures are frequently generated inside the wall by the curing heat of the concrete. A positive temperature gradient is created between the warmer structure and the cooler reservoir water, under the influence of which the water present in the wall moves towards the water in the reservoir. As it moves through the wall it dissolves and dislodges particles of the structure. In the process, cavi- ties in the material are formed, thereby weak- ening the wall. When rain falls on the outer surface of the wall, it too is drawn in by the positive temperature gradient. As juvenile water it attacks the substances of the wall, enlarging the cavities as it transports further material towards the reservoir. Now fissured, the dam wall is open to frost attack in winter and, little by little, the wall is rendered increasingly unstable. With this design, however, measures can be taken to remove this danger completely. By over-trickling the exterior of the wall with small quantities of cold, +4°C bed-water, thereby cooling it and protecting it from the effects of external temperature (e.g. the Sun), a positive temperature gradient can be estab- lished from the reservoir in the direction of the outer surface of the wall. Under its influ- ence the suspended matter in the reservoir water is drawn into the wall through all the small fissures and capillaries in the wall- structure. It should be borne in mind that by excluding light, heat and air the deposition of salts and other elements increases as the tem- perature decreases towards +4°C. In this way the cavities are gradually filled until the dam wall is totally sealed. Ultimately the wall will even resist the penetration of water, becomes impervious and as a structure is thoroughly consolidated. Viktor Schauberger built fourteen of these dams. Their efficacy was confirmed in a paper given by Professor Forchheimer on April 15th, 1930, in which he stated: Finally it may be said that Herr Schauberger has already built a number of dams which have proved successful. Some of his structures I myself have inspected, and I can affirm that these new con- cepts of Schauberger's have completely fulfilled the purpose for which they were designed.2 On point no. 3: Being aware of the harmful effects of heat and the dissipation of a river's inherent energies through faulty regulation, on the 31st of January 1927 Viktor Schau- berger applied for a patent for a flow-deflect- ing guide-vane with which to re-establish a

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