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OPEN UNCONTROLLED SPILLWAY OF WATERWORKS FACILITY

机译:开放的不受控制的水厂设施溢洪道

摘要

FIELD: mechanical engineering.;SUBSTANCE: invention refers to hydraulic structures, specifically to open uncontrolled spillway of low and medium head waterworks facilities operating in severe ice conditions. The spillway contains crest weir, side walls and conjugation structure made of concrete and metal ice-guarding long-length elements which are located from bottom side from back of weir at intervals from each other, each in new transverse plane of crest weir, attached to crest weir and project over its overflow surface. Amount of ice-guarding element projection crest elevation over weir crest α provides holding ice of design thickness bdes before crest weir until water level before crest weir rises by target value of its elevation over weir crest hspec. In this case following inequations are fulfilled: hspec.α+bdes.hmax., where hmax. is value of design maximum elevation of water level before crest weir over its crest.;EFFECT: invention allows for lowering ice force, increasing water flow during ice passing through crest weir, raising intensity of ice fragmentation over weir crest, reducing metal consumption of ice-guarding elements and lowering the intensity of ice jamming in afterway of waterworks facility.;2 cl, 7 dwg
机译:技术领域本发明涉及水力结构,特别是指在严酷的冰雪条件下运行的中低水头供水设施的不受控制的开放溢洪道。溢洪道包含c堰,侧壁和由混凝土和金属制冰的长形构件制成的共轭结构,它们从堰后部的底侧彼此隔开一定距离,位于堰顶的新横向平面中,并与之相连顶堰并突出在其溢流表面上。堰顶α上方的护冰元件凸出峰高提供了堰顶堰之前设计厚度b des 的持冰量,直到堰顶堰之前的水位上升达到堰顶堰的高度目标值h 规格。在这种情况下,满足以下不等式:h spec。 <α+ b des。 max。,其中h max。 是顶堰在其顶上之前的设计最大水位高度值。效果:本发明可以降低冰力,增加冰在穿过顶堰时的水流量,提高堰顶上的碎冰强度,降低自来水厂设施的维护过程中金属消耗的防冰元素并降低了结冰的强度。; 2 cl,7 dwg

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