Multistage self-bursting soil flood diversion dam protected through geosynthetic materials
A geosynthetic material, self-bursting technology, applied in dikes, dams, marine engineering, etc., can solve the problems of lack of reservoir auxiliary dam flood diversion, disaster prevention and mitigation design theory, dykes unable to resist excessive floods, etc., to reduce property Losses, ensuring safety, and the effect of huge social benefits
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Embodiment 1
[0061] Example 1: Multi-stage self-breaking soil flood diversion dam protected by geosynthetics, which consists of: multi-stage self-breaking soil dike protected by geosynthetics 10, soil water-passing soil water-passing dyke 1, automatic water level gauge 3, slope protection 2, Trash rack 5, soil protection layer 9, non-woven cloth block stone sea man 14, combined figure 1 , 2 Description,
[0062] The slope protection 2 is set in the upstream anti-scouring range of the said soil over-water and over-water dyke 1, which is responsible for flood diversion and anti-scouring.
[0063] The automatic water level gauge 3 is laid on the upstream slope of the dyke 1 and plays the role of early warning and flood diversion.
[0064] A platform 4 is set up at the upstream end of the said soil over water and the soil over water dam 1,
[0065] The top of the weir of the dam 1 is connected to the geosynthetic protective surface 6-1 of the trapezoidal weir surface to control flood diversion and sco...
Embodiment 2
[0095] The multi-stage self-breaking soil flood diversion dam protected by the geosynthetic material described in Example 1, the soil water-passing dyke (1), the multi-stage self-breaking earth dike (10) protected by the geosynthetic material, and the rope-tie non-woven cloth belt ( 16) All are designed in accordance with the design theory of dam disaster prevention and mitigation. The dam disaster prevention and mitigation design theory is: on the basis of the existing design theory and specifications, increase the disaster prevention and mitigation design according to the flooding mechanism of the floodplain to avoid catastrophic dyke bursts. Regarding the flood diversion, the farmland is regarded as the flood discharge floodplain, and the irresistible excess flood is used for flood diversion to the floodplain and the farmland is controllable and dispersed. The excess flood refers to the flood standard specified by the specification or the project can The flood discharge mecha...
Embodiment 3
[0097] Example 1 The bottom width B of the geosynthetic material trapezoidal protective surface 6-1 is calculated using the following formula;
[0098]
[0099]
[0100] In the formula: B—— is the 6-1 bottom width B, m of the geosynthetic trapezoidal protective surface; Q—— is the flood diversion flow at the flood diversion point, m3 / s; η——the width coefficient of the 6-1 geosynthetic trapezoidal protective surface, m—— is the 6-1 discharge coefficient of the geosynthetic trapezoidal protective surface; σ—— is the 6-1 submergence coefficient of the geosynthetic trapezoidal protective surface; ε—— is the 6-1 side shrinkage coefficient of the geosynthetic trapezoidal protective surface; g —— is the acceleration of gravity, m2 / s; H 0 —— is the geosynthetic material trapezoidal protective surface including the head of the traveling velocity. 6-1 The head on the weir, m, H—— is the geosynthetic material trapezoidal protective surface. 6-1 The head on the weir, m, v 0 —— is the head of ...
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