Steel cable net gabion structure body weir dam burst danger elimination and flood control system and application
A technology of steel cable nets and structures, which is applied in the fields of emergency flood prevention and natural disaster prevention and control. It can solve the problems of increasing time cost, not low time cost, hindering discharge efficiency, etc., so as to alleviate the disaster level and reduce inundation disasters. , the effect of reducing the peak flow
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Embodiment 1
[0047] Such as Figure 1 ~ Figure 2 As shown, the method of the present invention is used to implement a flood control scheme for a certain barrier lake area.
[0048] In a barrier lake area, the planar shape of the barrier dam is long strip, the length along the river is 800m, the maximum width across the river is 600m, the height of the dam is 82m, and the blocked river area is about 3×10 5 m 2 , storage capacity 3.0×10 8 m 3 . Maximum water storage capacity 22000×10 4 m 3 . It is proposed to use the steel cable net gabion structure barrier dam failure risk removal and flood control system of the present invention to prevent / reduce the disaster impact on the downstream area after the natural failure of the upstream barrier dam.
[0049] On-site surveys were carried out to obtain basic data on barrier dams and their river courses. According to the basic data of the river channel, the peak flow Q of the dam burst flood is calculated according to the formula (Formula 6)...
Embodiment 2
[0064] The method of the invention is used to implement a flood control scheme for a certain barrier lake area.
[0065] The overall length of the barrier body of a barrier lake is about 250m across the river, about 300m along the river, and about 70m high, and the maximum water storage capacity can reach 1100×10 4 m 3 , the inflow of the upstream riverbed is stable at 15m 3 / s, storage capacity is 130×10 4 m 3 / d speed increased. If the upstream barrier dam breaks naturally, the maximum flood peak break flow Q can be obtained by selecting parameters according to formula 6 and actual investigation max =3698m 3 / s, far greater than the downstream flood control standard Q 标准 =3000m 3 / s, seriously threatening the lives and properties of downstream urban residents. Therefore need to carry out manual excavation discharge groove, adopt the method of the present invention to use steel cable mesh gabion structure monomer or assembly to participate in the down-cut erosion and ...
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