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and discharge into their respective, hori- zontal troughs. At the base of the valley- side of the barrage-wall K, an upwardly curved structure K3 is incorporated for the purposes of creating vortices and for the better mixture of the water flowing over the wall. The blades of the sluice-gates T rest on a sill recessed into the bottom of sluices O and their water-tight closure is effected by pressure-alleviating rollers set in vertical grooves. By means of a connecting-rod F, situated in a shaft in the side-wall H, the sluice-gate T is attached to the floating body G, which can be shaped like a div- ing-bell for example. In the side-wall H at various heights above sluice O, pipe- shaped openings A are incorporated, which communicate between the shaft in which diving-bell G floats and the open water of the reservoir. When sluice-gate T is opened, communication is also achieved between riser-pipe W and the reservoir through the filling of the riser-pipe, which relieves sluice-gate T from one-sided pressure, thus ensuring its most friction-free operation. Being constructed preferably of timber, sluice-gate T can therefore be precisely adjusted to the carrying capacity of diving- bell G, so that its free movement under all water conditions is assured. Diving-bell G, whose position on connecting-rod F is vari- able, can therefore be set to float at any desired height. In the lid of diving-bell G there is a closable air-vent P, through which, if opened, compressed air within the diving-bell can escape, causing sluice-gate T to shut immediately. By means of a verti- cally calibrated pipe R, open at both ends, the water-level inside the diving-bell can be set to any desired height depending on the depth at which the bottom of pipe R is fixed. When diving-bell G is completely submerged with no internal air-cushion, it can be raised through the supply of com- pressed air via pipe R by shutting air-vent P, thereby enabling sluice-gate T to be raised. During normal operation the air- cushion enclosed within the diving-bell is in close contact with the atmosphere via the diving-bell wall, so that, particularly in the case of metal walls, the external tempera- ture will exert an influence on the volume of the air-cushion. Depending on the exter- nal-temperature-related increase or decrease in the volume of the air-cushion in diving-bell G, sluice-gate T will either be raised or lowered. The amount of heavy- water conducted to the valley-side of the dam-wall via sluices O , rising-pipes W and diverter pipes U1, U2 and U3, and dis- charged into the channel, will therefore vary according to the external temperature. The light-waterflows over a special spill- way-structure M above the top of the dam- wall and down into the channel. The thorough mixture of heavy- and light-water will not only be facilitated through the upwardly curving structure K3 at the base of the valley-side of the bar- rage-wall, but also through the conduction of heavy-water via the horizontal diverter- pipes U1, U2 and U3 and their respective troughs into the path of the vertically falling light-water; their intimate mixture being achieved by means of the vortices created artificially in this way. As each indi- vidual diving-bell G is irradiated by the sun, the respective sluice-gate T will be fur- ther raised and in this way a greater per- centage of heavy-water will be added to the light-water flowing over the top of the bar- rage-wall at M, whereas with cool external temperatures, sluice-gates T will be nearly or completely closed, allowing only warm light-water to overflow into the channel. The heavy-water conducted to the top of the dam wall at spillway K1 for purpos- es of better mixture can simultaneously be employed to increase the stability of the barrage-wall. Once construction of bar- rage-wall K has been completed, the lower, valley-side portion of the barrage-wall K will be over-trickled with heavy-water exclusively by means of diverter-pipe U2 for instance, for which purpose diving-bell G will be so adjusted that the sluice-gates T will remain open constantly. At this junc- ture an overflow over the top of the dam is not appropriate and the heavy-water sup-PDF Image | The Water Wizard
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