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Optimizing design method of soil vapor extraction system

机译:土壤蒸气提取系统的优化设计方法

摘要

PURPOSE: An optimum design method for a soil vapor extraction system is provided to decide equipment to be used according to the distribution of pollution before an actual construction work by repeatedly performing simulations based on a spot data and to predict restoring time and cost. CONSTITUTION: An optimum design method for a soil vapor extraction system is composed of steps of evaluating urgent managing and relief strategies, researching the background of pollution and characteristics of the polluted ground, and estimating the degree of pollution(S31,S32); deciding if the degree of pollution is within a permitted limit of restriction standard and completing if the degree of pollution is in the permitted limit(S33); estimating the flow of air and the maximum concentration of vapor if getting out of the permitted limit, computing maximum removal rate, and then investigating the application of a construction method by comparing the maximum removal rate with a target removal rate(S34,S35); operating a vacuum pump after checking soil layers, installing a vapor extraction well, an observation well and a pneumatics observation well and deciding hydraulic conductivity and the flow rate of air by measuring the flow of air, pneumatics, and the concentration of vapor(S36,S37,S38); setting up an outline of an underground by using the present state of the ground, a geological section, a groundwater table and the extraction result of boring underground water and deciding optimum vapor extraction well water and position, based on the characteristics of aquifer including the composition of pollutant source, air permeability coefficient, and hydraulic conductivity(S39,S40); and installing equipment including surface seal, an underground water pumping system, and a vapor treatment system and accordingly computing cost(S41).
机译:目的:提供一种土壤蒸汽抽排系统的最佳设计方法,该方法可通过根据现场数据重复执行模拟并根据恢复前的时间和成本来根据实际施工前的污染分布来确定要使用的设备。组成:土壤蒸汽提取系统的最佳设计方法包括以下步骤:评估紧急管理和缓解策略,研究污染的背景和污染场地的特征以及估算污染程度(S31,S32);确定污染程度是否在限制标准的允许极限内,并确定污染程度是否在允许极限内(S33);如果超出允许极限,则估计空气流量和蒸气的最大浓度,计算最大去除率,然后通过将最大去除率与目标去除率进行比较来研究施工方法的应用(S34,S35);在检查土壤层,安装蒸汽抽采井,观察井和气动观察井并通过测量空气流量,气压和蒸汽浓度确定水力传导率和空气流量之后,操作真空泵(S36, S37,S38);根据含水层的组成特征,利用地下的现状,地质断面,地下水位和枯水的开采结果,确定最佳的蒸气提取井水和位置,确定地下轮廓污染物来源,透气系数和水力传导率(S39,S40);安装包括表面密封,地下水泵系统和蒸气处理系统的设备,并相应地计算成本(S41)。

著录项

  • 公开/公告号KR100418280B1

    专利类型

  • 公开/公告日2004-02-14

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20020018037

  • 发明设计人 정일문;한일영;

    申请日2002-04-02

  • 分类号G01D18/00;

  • 国家 KR

  • 入库时间 2022-08-21 22:47:28

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