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Because of this t h i s mean bed-gradient of the Tepl diminishes due to the interaction between the different specific weights of the Tepl-water and the hot-spring water and therefore part of the hot-spring water initially flows upstream instead of downstream. In contrast with conventional theories concerning flow-velocity, here it is reduced very considerably in the process, retarding the overall drainage of the water and resulting in a corresponding increase in height at time of flood. It should be mentioned in addition that when a substantial influx of water occurs, some of it is to be discharged directly into the Eger through a fairly large diameter pipe, which branches off on the left-hand side of the reser- voir at a high level. This pipe will be rifled, since it has been shown that this produces a sharp increase in flow-velocity. The Tepl flows into the Eger about 1.6 km downstream from the conflu- ence of the hot spring. At present, where the Tepl joins with the Eger, the Tepl water is warmer than the Eger water. As a result the Tepl enters here at a higher level and therefore no longer has any effect on the sediment, which is left lying on the bottom, damming up the Tepl itself. By constructing the dam and the rifled, high-level, overflow pipe according to Schauberger's design, the Tepl water will in the main be heavier than the Eger water and the accretion of sediment with its damming effect on the Tepl will thus be reduced. This will exert a favourable effect on the danger of flooding from which Karlsbad presently suffers. From what has been stated above, the superiority of the Schauberger design over contemporary designs is apparent, a superiority particularly evident in relation to the extraordinary conditions at Karlsbad. In any case it is more appropriate to construct dams with adjustable conditions of discharge, whose stability increases with time, than to build dams with a fixed system of dis- charge, whose structural stability constantly deteriorates, and all the more so, for through the possibility of regulating the conditions of discharge, the nec- essary storage area and the height of the dam can be reduced. In conclusion it should be mentioned that Mr Schauberger has already built several barrages (14), which have proved themselves. I have visited some of his constructions personally and I can state that Mr Schauberger's innovations have completely fulfilled their intended purpose.PDF Image | The Water Wizard
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