[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$fk6JZmKCeySDT6KAKgrYaU6XniBf5KAZRjHy3zA6sgxQ":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":12,"question":19,"related":20,"source":31,"type":32},[],"2024-04-30 19:38:23",138430682,[8,9,10,11],"车间或车间处理设施","车间处理设施","排污单位","车间",{"count":13,"courseId":14,"courseImg":15,"courseName":16,"workId":17,"workName":18},89,"c1c5dbbccd071e44c4e71d22c54ca37e","https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002Fb0e1f7709fe34aea14161024ebf84e46.jpg","环境影响评价","work_34208192","环评第六章水同步测试(测试限一遍)","对于污水第二类污染物,在( )排放口采样,其最高允许排放浓度必须达到本标准要求",[21,33,43,53,62,71,79,88,97,100],{"answer":22,"createTime":23,"id":24,"options":25,"question":30,"source":31,"type":32},[],"2024-06-13 11:47:49",138430661,[26,27,28,29],"新建","新建、扩建、改建","扩建、改建","新建、扩建","GB 3838-2002中I、II类水域和Ⅲ类水域中划定的保护区,GB 3097中一类海域,禁止( ) 排污口,现有排污口应按水体功能要求,实行污染物总量控制","v1",0,{"answer":34,"createTime":35,"id":36,"options":37,"question":42,"source":31,"type":32},[],"2024-06-13 11:41:38",138430663,[38,39,40,41],"19","25","14.5","36.3","上游来水CODCr =14.5 mg\u002FL, Qp=8.7 m3\u002Fs;污水排放源强CODcr =58 mg\u002FL,Qh=l.0 m3\u002Fs.如忽略排污口至起始断面间的水质变化,且起始断面的水质分布均匀,则起始断面的CODCr浓度是( )mg\u002FL",{"answer":44,"createTime":45,"id":46,"options":47,"question":52,"source":31,"type":32},[],"2024-06-13 11:47:48",138430666,[48,49,50,51],"受影响地表水域和径流","排放方式和废水排放量","排放方式和受影响地表水域","废水排放量和径流","按照《环境影响评价技术导则 地面水环境》水污染影响型建设项目根据( )划分评价等级",{"answer":54,"createTime":23,"id":55,"options":56,"question":61,"source":31,"type":32},[],138430668,[57,58,59,60],"以上都不是","不相同","不一定相同","相同","评价建设项目的地表水环境影响所采用的水质标准与环境现状评价( )",{"answer":63,"createTime":23,"id":64,"options":65,"question":70,"source":31,"type":32},[],138430670,[66,67,68,69],"费希尔(Fischer)法","狄欺逊(Diachishon)法","鲍登(Bowden)法","泰勒(Taylor)法","河流横向混合系数常用下列哪种经验公式法估算?( )",{"answer":72,"createTime":45,"id":73,"options":74,"question":78,"source":31,"type":32},[],138430672,[75,38,76,77],"8.52","56","15.2","一河段的上断面处有一岸边污水排放口稳定地向河流排放污水,其污水特征为:Qp=19440 m3\u002Fd, CODCr =100 mg\u002FL.河流水环境参数值为:Qh = 6.0 m3\u002Fs,CODcr =12 mg\u002FL,u=0.1 m\u002Fs,Kd=0.5 L\u002Fd.假设污水进入河流后立即与河水均匀混合,在距排污口下游10 km的某断面处,河水中CODCr浓度是( )mg\u002FL",{"answer":80,"createTime":23,"id":81,"options":82,"question":87,"source":31,"type":32},[],138430676,[83,84,85,86],"枯水期","至少丰水期和枯水期","丰水期","平水期","按照《环境影响评价技术导则 地表水环境》,受影响地表水体类型为河流、湖库,评价等级为一级,评价时段为( )",{"answer":89,"createTime":45,"id":90,"options":91,"question":96,"source":31,"type":32},[],138430679,[92,93,94,95],"水环境影响预测时期","水环境现状补充监测时期","水环境现状资料收集时期","水环境影响结论时期","水污染影响型建设项目,水体自净能力最不利以及水质状况相对较差的不利时期、( )应作为重点预测时期",{"answer":98,"createTime":5,"id":6,"options":99,"question":19,"source":31,"type":32},[],[8,9,10,11],{"answer":101,"createTime":23,"id":102,"options":103,"question":108,"source":31,"type":32},[],138430685,[104,105,106,107],"4个","3个","2个","1个","直接排放建设项目污染源排放量核算时,当受纳水体为湖库时,建设项目污染源排放量核算点应布置在以排放口为中心、半径不超过50 m的扇形水域内,且扇形面积占湖库面积比例不超过5%,核算点位应不少于( )"]