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CONSTRUCTING MATERIAL FOR IRRIGATION NETWORK OF SUBMONTANE IRRIGATION ZONES

机译:山区灌区灌溉网络建设材料

摘要

FIELD: construction.;SUBSTANCE: invention relates to irrigation and reclamation construction and can be used as a mating structure in the form of single-stage drop for accident-free passage of water in channels of foothill irrigation zone with sharp relief of terrain, providing complete penetration of the fin (beveled reed, driftwood, branches, etc.) from the upper part of the structure to the lower water passage, avoiding water overflow through the dams of the supply channel (as a result of the blockage of the structure by the fin), as well as exclusion of local erosion formation in ejection channel of discharge channel. Connecting structure consists of an entrance part – forebay 1, a wall of incidence – vertical bench 2, a water cushion well 4 and an outlet part. Bottom of inlet part 1 is made with reverse slope at angle α to horizon and expands twice from initial part to end part, which has segment outline. Passage of drawn sediments from inlet part 1 into water cushion well 4 is carried out through tubular channels 3 arranged at bottom of inclined bottom. Width Bv of water well 4 made with vertical walls is equal to width of channel Bk on top. Coupling of outlet part of water-well well to outlet channel is carried out by means of inclined threshold 6 and skew planes 5. Length of inlet and water lv are shortened.;EFFECT: providing unimpeded passage of the fin from the upper flood of the structure to the downstream, effective damping of excessive flow energy in water-hydraulic part, compactness of structure of structure, leading to saving of material and labor resources, elimination of hazardous local washing-out of channel discharge channel.;1 cl, 5 dwg
机译:技术领域本发明涉及灌溉和填海建设,并且可以以单级滴的形式用作交配结构,以使水在山麓灌溉区的通道中无事故地通过,从而地形起伏很大,从而提供鳍片(斜切的芦苇,浮木,树枝等)从结构的上部完全渗透到下部的水通道,避免了水通过供水通道的大坝溢流(由于结构的堵塞而被散热片),以及排除排放通道喷射通道中的局部腐蚀形成。连接结构包括入口部分-前舱1,入射壁-垂直长凳2,水垫井4和出口部分。入口部分1的底部以与水平线成角度α的反向坡度制成,并从起始部分到末端部分扩展了两倍,具有段轮廓。吸入的沉淀物从入口部分1进入水垫井4的过程是通过布置在倾斜底部底部的管状通道3进行的。具有垂直壁的水井4的宽度B v 的宽度等于顶部的通道B k 的宽度。水井出口部分与出口通道的耦合通过倾斜的门槛6和斜面5进行。入口和水的长度l v 缩短了;效果:提供了无障碍通道从结构上部溢流到下游的鳍片,有效地阻尼了水压部分中过多的流动能量,结构紧凑,节省了材料和劳动力,消除了危险的局部冲洗通道排放物通道。; 1 cl,5 dwg

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