4.1 GCLs must be properly manufactured in a manner consistent with a minimum level of quality control as determined by in-house testing of the final product. This practice suggests the types of tests, the methods of the testing and the minimum testing frequencies.
4.2 It should be clearly recognized that manufacturers may perform additional tests or at greater frequency than required in this practice, or both. In this case, the manufacturer's quality control plan will then take precedence over this practice. The quoted tests and test methods in Table 1 must appear in the QC plan and the QC report.
2021 危险废物全过程污染控制大会各有关单位: 为落实新修订的《固体废物污染环境防治法》,完善危险废物环境标准体系,加强危险废物利用处置,生态环境部将逐步完善我国危险废物利用处置相关污染控制标准。新修订的《危险废物填埋污染控制标准》《危险废物焚烧污染控制标准》的实施,为危险废物利用处置企业提出了更高的污染防治要求。...
2) 阻隔系统深度:通常阻隔系统要阻隔到不透水层或弱透水层,否则会消弱阻隔效(3)土壤覆盖厚度:对于粘土层通常要求厚度大于300 mm,且经机械压实后的饱和渗透系数小于10-7 cm/s;对于人工合成材料衬层,满足《垃圾填埋场用高密度聚乙烯土工膜》(CJ/T 234)相关要求。...
4、地下污水管线及污水收集、储存、处理设施防渗设计①特殊污染防治区中的污水池宜采用刚性防渗结构或复合防渗结构,生产污水和污染雨水管道宜采用柔性防渗结构,渗透系数均不宜大于1×10-12cm/s。②特殊污染防治区内污水管道设计壁厚应适当加厚,并且采用最高级别的外防腐层。金属污水管道接口焊缝不得低于焊缝质量分级标准的Ⅲ级。③穿过污水池(或井、沟)壁的管道和预埋件,应预先设置,不得打洞。...
②危废间应有完善的防渗措施和渗漏收集措施,防渗措施应满足《危险废物贮存污染控制标准》(GB18597-2001)(2013年修订)6.3.1防渗要求,防渗要求:6.3.1 基础必须防渗,防渗层为至少1米厚粘土层(渗透系数≤10-7厘米/秒),或2毫米厚高密度聚乙烯,或至少2毫米厚的其它人工材料,渗透系数≤10-10厘米/秒;渗漏收集措施应满足《危险废物贮存污染控制标准》(GB18597-2001)(...
Copyright ©2007-2022 ANTPEDIA, All Rights Reserved
京ICP备07018254号 京公网安备1101085018 电信与信息服务业务经营许可证:京ICP证110310号