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(7) the emplacement of dams which capacity of endurance is directly proportional to the amount of water dammed and also to achieve an obstacle-free flow of water. The widening of the channel through the emplacement of stones or elimination of sane (ballast-banks) and elevation of the shore, specially in curves, can be made by the corresponding directing but usually provokes a counterflow that er- odes the whole work. Through several devices that will be explained here, it is possible the steering of both light and hard waters, corresponding to the temp- eratures of each and also to the related fall of temperature, so that by means herein explained each water will run along its own level. At the same tine with the regulation of the waterflow it can also be effected the necessary installation, in the closing dam of the basin-corresponding cons- truction, of those pipes that will effect the cooling of the dan's pores thro- ugh the sides of the dam bymeans of small watercourses directed through the materials Then as temperature diminishes, the water within the dam's pores loses its attraction for dissolving salt and other stuffs, until it reaches its balance point at +4°C, at which its capacity for dissolving is the least and the fil- tration in the dart's wall is the strongest. So far, it is then when the light water infiltrated in the wall for cooling will go inside the materials through the pores, in this moment the channel walls close to the dart are filled with hard water at a temperature of +4°C, which lose their salts into the neighbour- ing ground as they move, creating in a few weeks of impregnation a further ba- rrier against erosion. When the stuff gets into the pores of the dam's walls, then the shine of the Sun rays will warm the waters, further crystallising the deposited salts and increasing the resistance to erosion, and if the frost comes then it will also contribute to the strengthening of the walls. (Please, go to the illustrations of next page from now on) In the drawings we find a further explanation of a device for this kind of installation, it is se- en in transversal cut in Figure 1 and in upper view at Figure 2; while at Figu- re 3 we appreciate an internal view in cutaway fashion of the apparatus for ste- ering water. To the sake of regulating the flow of cold hard water and warm light water are placed groundnozzles (0) in the damchamber (r) of basin (B) on both sides of the dam, which doors (T) are activated through a floating device (G) that moves because of temperature differences. The pipes (W) of the nozzle (O) lead up to the upper-placed portion (K1) where flow conduits (U1)-(U2)-(U3), which are clo- sed through gravity-activated valves (V1)-(V2), branch in different heights from the upper-going pipe (W), and that lead further into the lateral wall of the basin, spreading out there into the corresponding casts. At the feet of the dam's internal wall will be conveniently placed, the outstanding portion (K2) to produce a whirling and better mixing of the watermasses flowing over the wall. The door (T) in the nozzle (O), cleaves the soil of the waterchannel sinking it- self into it and it is connected vertically bymeans of a shaft (F), coursing inside the daM's wall (H), with the floating device (G) that is built as a sub- mersible bell. In the illustrated wall (H), we find at different heights over the ground-nozzle (0) tube-shaped outlets (A) that are communicated with the tube leading upwards to bell (G) and that allow the automatic emptying of the water basin. When the pipe (W) is allowed to fill through the opening of door (T) it will allow a communication between the pipe and the basin, that will release pressu- re from door (T) unilaterally and in this fashion allow its free motion upwards. The door (T) should be built out of wood to allow the free motion of the bell (G) when the right water level is attained. The floating bell (G), which connec-PDF Image | IMPLOSION by Viktor Schauberger
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