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ply will be conducted directly to the chan- nel via sluice O. The heavy-water over- trickling the valley-side of the barrage-wall now cools the wall from the outside to such an extent that the light- water percolating into the wall-pores from the reservoir deposits its dissolved sub- stances and seals them off. After the lower portion of the barrage-wall has been sealed, the heavy-water can be conducted to the upper portion of the barrage-wall via diverter-pipes U3, which can then be sealed in a similar fashion. This sealing process, during which the wall-pores become water-tight, may require several weeks, depending on the quality of the construction material. Once completed, no further dangers are to be feared, even dur- ing normal operations. After the wall has been sealed, the special spillway-structure M, which need only be made of steel and placed atop the wall temporarily, can also be removed so that the light-water, instead of discharging over spillway M, will over- trickle the top of the dam-wall K1, thereby preserving and protecting the wall-struc- ture on the valley-side. PATENT CLAIMS 1. The design of the installation for regu- lating the downstream channel of reser- voirs and for increasing the stability of their barrage-walls is characterised by the provision of equipment by means of which a mixture of heavy- and light-water, suited to and dependent upon the external tem- perature, is automatically discharged into the downstream channel. 2 In accordance with Claim 1, the design of the installation is characterised by the incorporation of mechanisms whereby the valley-side of the barrage-wall K of the reservoir can be cooled by overtrickling it with heavy-water. 3. In accordance with Claim 1, t h e design of the installation for regulating the dis- charge from the reservoir is characterised by the temperature-controlled operation of the sluice-gates T by a floating body G. 4. In accordance with Claims 2 & 3, the design of the installation is characterised by the conduction of the heavy-water from sluice-gates T to the top of the barrage- wall K1 by means of rising-pipes W. 5. In accordance with Claim 4, the installa- tion is further characterised by the conduc- tion of heavy-water to the valley-side of the barrage-wall K in horizontal troughs U1, U2 and U3 at various heights above the base. 6. In accordance with Claim 3, the installa- tion is characterised by the provision of a floating body G, constructed as a diving bell with variable air-content, which can be raised or lowered. 7. In accordance with Claim 6, the installa- tion is characterised by the incorporation of an open-ended, vertically adjustable pipe R in contact with the atmosphere. 8. In accordance with Claim 5 the installa- tion is characterised by the connection of the individual diverter-pipes U1, U2 and U3 for the conduction of heavy-water, to their common rising-pipe W via closable valves V1 and V2. See Figure 23 Note: Figures referred to in patent text relate to those indicated in fig. 23 of this book.PDF Image | The Water Wizard
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