Differential aeration sluice device
A differential and ridge-lifting technology, applied in the field of aerated ridge-lifting, can solve the problems of deteriorating downstream water flow, aggravating water surface fluctuations, increasing engineering quantities, etc., achieving simple and easy structure, reducing project cost, and extending protection length Effect
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[0043] The validity of the invention is verified by using several different aeration types of a 1:30 scale model of a certain project.
[0044] Under the same test conditions, only the shape of the ridge in the upstream and downstream aeration facilities is changed, and the prototype dimensions corresponding to each scheme are shown in Figure 7-14.
[0045] As shown in Figure 7 and Figure 8, the front section of the spillway tunnel is a 287.6m long horizontal section with pressure, and a drop sill (0+291.10m) is set behind the exit arc door, and the bottom slope (i1) of the spillway tunnel behind the drop sill is 0.2063, add two aeration facilities combining ridges and aeration tanks at stake number 0+374.63m (upstream ridge starting point G11) and 0+472.02m (downstream ridge starting point G12). At the outlet section of the spillway, from the pile number 0+555.88m, the bottom slope becomes arc-shaped (arc radius R=70m), and the rear part is a twisted nose sill outflow.
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