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(3) Between constructs (3) are placed the orientated stones and this builds close to them next to the shore a zone of Stillwater, that also serves for the purpo- se of directing the waterflow and to protect the shores from erosion through water (Figure 3); the full line (5) indicates themiddle of the stream in the corresponding construction, while line (5') - dashed - indicates the line of middle in the brook under the effect of the constructs. (2)Austrian Patent N°122144 "Artificial Channel for Transporting Logs" (Kuns- tliches Gerinne zum Schwemmen von Holz u. dgl,); April 10, 1931. The transportation of logs and other varied loads through water channels and other artificial channels, though its low cost makes it competitive against oth- er transportation means, suffers under the condition that when moving along the water flow some logs, specially in the curves, tend to renain stuck; in this way stop the following logs, diminishing the general speed of the transport; this is specially true for hard and dense woods that remain at the bottom of the channel and move forwards very bad. It is known that the speed displayed by logs in water channels is greater than that of waterspeed; at those places the speed of the logs greatly surpasses that of the transporting medium and it is seen from itself that the swimming log creates before it a waterwave (see Figure 1, next page), we have a log (H) which generates a frontal wave (0) as it moves. While lighter wood (see Figure 2, next page) swims without problems, heavier wood sits itself at the bottom of the channel (see Figure 3, next page) and re- aains stuck; therefore the water in pulse in channels is not enough until now to produce the usual notion through sliding without outwards water spillage. The invention pertains to a discovery that corrects these evils, namely the e- limination of water spillage through the implating of wedges made of wood and the transportation of hard and dense woods through sliding in the channels. The speed of water depends over all also on its sliding over the channel walls; in the usual slanted channels, this important factor is eliminated because of their construction. The channels' cross-section is not semicircular or straight, but rather, as se- en in Figures 2, 3 and 4 (see next page), semicircular (B) with an added sehic- ircular botton (U) which radius is half that of the upper portion (B), so that along the line (E)-(F), see Figures 2-3 (next page), a resting portion (L) can be included; the internal wall at the upper semicircular portion is of striated Material (unretouched cement, directionally-nailed woods, etc), and the underl- ying portion (U) of a sliding material (flattened cement, polished wood, etc) so that the waterspeed in the under region (U) is much greater than at the upp- er part (B). This causes at once the sinking of water in the middle of the stream (see Figur- e 4, next page) when in practice a weight falls a certain distance that the wa- ter striking against the striated channel walls moves further,maintaining the mass (H), see Figure 4 (next page), in the midst of the flowing medium by means of the polished underzone (U) that displaces the fluid faster. When transporting floating light woods (Figure 2, next page), this will not ca- use any disorder in the flow of water, for the underzone (U) will run faster than the upperzone (B), in this fashion it will not be necessary to build dams outside the channel to contain the spilled water. From light woods we must expect little problem, with hard and dense wood we must expect it to sink deeper and to advance with difficulty, so that this kind of wood will sink itself into the faster-running underside (U), and advance inPDF Image | IMPLOSION by Viktor Schauberger
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