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Water Treatment by Fabric Capillary Action: First Mathematical Model

机译:织物毛细作用进行水处理:第一个数学模型

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Last year, a new water treatment method has been introduced which wasaccomplished by transmitting the water from a channel to another through technicalfabrics by the capillary action, leaving the suspended solids as well as other pollutantsat the inlet channel while the rest of the pollutants retained across the fabrics. It wasfound that the new method is capable of removing turbidity, algae, and bacteria withremoval efficiencies up to 95, 90, and 80% respectively. On the basis of the factorialexperimental work, this study presents the first mathematical model to calculate thedischarge according to the influent turbidity, hydraulic conditions and fabriccharacteristics. As a preliminary objective, a laboratory study was conducted to obtainthe best hydraulic conditions for the water transmission across the fabric as well as todetermine the impact of different fabric characteristics. The tested hydraulicconditions includes the water level before (upstream) and after (downstream) thefabric, and the free sagged length of fabric in the downstream. Moreover, the impactof the influent turbidity on the overall performance was tested through another set oflaboratory experiments at the best hydraulic conditions. Data collected from thelaboratory tests were analyzed using SPSS program. The simulated results showedthat the transmitted flow increases significantly with the increasing of the upstreamwater level as well as the increasing of the free sagged length of fabrics. Thedeveloped mathematical model was applied on a pilot scale plant which was designedto treat 8 m~3.d~(-1) as an average flow using natural surface water. The pilot plantconsisted of a rectangular tank similar to the up-flow sedimentation tank with somemodifications. Outlet weirs were arranged in a uniform shape at the top of the tankand the nonwoven technical fabrics were placed among the crests of the weirs. Theplant has been tested under different influent characteristics as well as influentturbidity (from 7.50 to 20 NTU). Results obtained from several runs showed that theR square value was found to be around 0.98 and the most suitable type of theexperimented fabrics was the nonwoven multilayer polyester fabrics (100 %Polyester).
机译:去年,引入了一种新的水处理方法,该方法通过毛细作用将水从一个通道通过技术织物从一个通道传输到另一个通道,从而将悬浮固体和其他污染物留在进口通道,而其余污染物则保留在整个通道中。面料。发现该新方法能够去除浊度,藻类和细菌,去除效率分别高达95%,90%和80%。在析因实验工作的基础上,本研究提出了第一个数学模型,该模型根据进水浊度,水力条件和织物特性计算出水量。作为初步目标,进行了一项实验室研究,以获取最佳的水力条件,以确保水在整个织物上的传输,并确定不同织物特性的影响。测试的水力条件包括织物之前(上游)和之后(下游)的水位,以及下游织物的自由下垂长度。此外,通过在最佳水力条件下进行的另一组实验室实验,测试了进水浊度对整体性能的影响。使用SPSS程序分析从实验室测试收集的数据。仿真结果表明,随着上游水位的增加以及织物自由下垂长度的增加,传输流量显着增加。将开发的数学模型应用于中试规模的工厂,该工厂设计为使用天然地表水将8 m〜3.d〜(-1)作为平均流量进行处理。中试工厂由一个矩形池组成,该池类似于上流式沉淀池,但有一些修改。出口堰在罐顶处以均匀的形状排列,非织造技术织物被放置在堰顶之间。已对该植物进行了不同进水特性和进水浊度(7.50至20 NTU)的测试。从几次运行中获得的结果表明,R平方值约为0.98,最合适的试验织物类型是非织造多层聚酯织物(100%聚酯)。

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