首页> 外国专利> METHOD localization of oil spills in the floodplain, flood COMPLEXES OF SMALL RIVERS AND SAFETY OF HYDRAULIC STRUCTURES

METHOD localization of oil spills in the floodplain, flood COMPLEXES OF SMALL RIVERS AND SAFETY OF HYDRAULIC STRUCTURES

机译:洪泛区中溢油的方法定位,小河流域的洪水复杂性和水力结构的安全性

摘要

1. A method for localization of oil spills in flood plain-flood complexes of small river, comprising the construction of the dam, in which the body is placed obliquely to the horizontal in the direction of a watercourse culverts, the inlets are installed at an angle to the riverbed, the recess bottom before the dam in the form of excavation vodootstoynogo characterized in that the hydraulic lock created by setting the plunger valve at the bend culvert level above the dam, and its cross section is 25-50% of the tube cross section, inlet and outlet openings rub to protect the filter at the outlet end of the water inlet mounted antierosion tray, equipped with a small trampoline and dimensions vodootstoynogo excavation is calculated considering the time of the bundle-water emulsions according to the formula: where L - length of the pit; Q- vodootstoynom water flow in the trench, Q = Q; F - vodootstoynogo excavation section, and - the width of the bottom of the excavation, m c - the width of the pit at the water's edge, m; h = H-h- depth of excavation, m.2. Protective hydraulic structure, comprising a dam with placed in her body culverts and mounted on them from the water shutoff plunger-valve vodootstoyny trench, the trench with waterproof walls before the dam for the water collection, characterized in that at the outlet end of the culvert is set antierosion tray equipped with a small springboard upper end of valve plunger is formed bent downward and located on the bend pipe above the weir level, an inlet tube fitted WMOs nym pipe with shades lattice filter, whose bottom diameter is 150-200% of the tube cross section on you
机译:1.一种用于在小河泛滥平原-洪水综合体中定位溢油的方法,包括建造大坝,在该大坝中,主体沿水道涵洞的方向倾斜放置在水平位置,入口安装在与河床成一定角度,以开挖vodootstoynogo的形式出现在大坝前的凹陷底部,其特征在于,通过将柱塞阀设置在大坝上方的弯涵水平处而产生的液压锁定,其横截面为管的25%至50%横截面,进水口和出水口在安装有防潮托盘的进水防腐蚀托盘的出口端进行摩擦以保护过滤器,该托盘装有小型蹦床,根据捆绑水乳化液的时间,可根据以下公式计算vodotstoynogo的开挖尺寸: L-凹坑的长度; Q-沟渠中的伏特古斯通水流,Q = Q; F-vodootstoynogo开挖部分,以及-开挖底部的宽度,m c-在水边缘的坑的宽度,m; h = H-h-开挖深度,m.2。保护性水力结构,包括一个坝体,该坝体位于其涵洞中,并从截水柱塞-阀vodootstoyny沟渠安装在其上,该沟渠在集水坝之前具有防水墙,其特征在于,在涵洞的出口端设置了防腐蚀托盘,该托盘配备有一个小的阀芯跳板,向下弯曲并位于堰水平面上方的弯曲管上,在入口管上装有WMO带有阴影网格过滤器的nym管,其底部直径为底孔的150-200%你管子的横截面

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