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Experimental filtering apparatus for river water and filtering method using it

机译:实验用水过滤装置及其使用方法

摘要

PURPOSE: Provided is a stream water pilot filter for use in designing a stream water filter to calculate flow rate, retention time of stream water and proper arrangement of filters, thereby deciding a size of filter basin and arrangement of filter media with different particle sizes using the same, and further provided is a method for experimentally filtering stream water using the same. CONSTITUTION: The pilot filter(10) comprises a first compartment wall(20) for dividing an upstream filter basin(10) and a downstream filter basin(10'), a perforated lower plate(30) with penetrated holes(32), which is installed at a lower portion of the filter basins(10,10') with a distance from the bottom of the filter basins(10,10'), filter media filled in the filter basins(10,10'), a trench-type stream water inflow unit(50) for introducing stream water to the upstream side filter basin(10), a second compartment wall with penetrating holes(52) so as for water to flow therethrough from the stream water inflow unit(50) to the upstream filter basin(10), the second compartment wall being installed between the stream water inflow unit(50) and the upstream filter basin(10), and a filtrate passage(60) formed under the perforated lower plate(30) of the filter basins(10,10') so as for the filtrate of the upstream side filter basin(10) to flow up to the downstream filter basin(10'). The method comprises the steps of (a) pumping stream water from a river to a tank and regulating turbulent flow of the stream water to laminar flow, introducing the laminar flow of stream water to the upstream filter basin at a predetermined flow rate from the top to filter the stream water in downflow, wherein the filter in the basin has a section area (A) and porosity (n), introducing the filtrate of the upstream filter basin to the downstream filter basin from the bottom thereof to filter the water in upflow, and determining flow rate of water as an equation of V=Q/An.
机译:目的:提供一种溪流水引流过滤器,用于设计溪流水过滤器,以计算流量,溪流水的保留时间和适当的过滤器布置,从而确定滤池的尺寸和使用不同粒径的过滤介质的布置相同,并且进一步提供了一种使用其实验性过滤流水的方法。组成:先导滤清器(10)包括用于分隔上游滤池(10)和下游滤池(10')的第一隔室壁(20),带有穿孔(32)的带孔下板(30),安装在距滤池(10,10')底部一定距离的滤池(10,10')的下部,填充在滤池(10,10')中的滤材,沟槽型流水流入单元(50),用于将流水引入上游侧滤池(10),该第二隔室壁具有通孔(52),以使水从流水流入单元(50)流到上游滤池(10),第二隔室壁安装在流水流入单元(50)和上游滤池(10)之间,滤液通道(60)形成在滤池的多孔下板(30)下方池(10,10'),以使上游侧滤池(10)的滤液向上流至下游滤池(10')。该方法包括以下步骤:(a)将河水从河流泵送到水箱,并将河水的湍流调节为层流,以预定的流速从顶部将河水的层流引入上游滤池。过滤下游水流,其中流域中的过滤器具有截面积(A)和孔隙率(n),将上游滤池的滤液从其底部引入下游滤池,以过滤上游流水,并将水的流量确定为V = Q / An的公式。

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