[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$fU1HLXPKShYIYdEQDbkCKSfWaiKjik-AFreNT1tLmu8k":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":12,"question":19,"related":20,"source":30,"type":31},[],"2024-06-13 11:47:49",138430685,[8,9,10,11],"4个","3个","2个","1个",{"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)","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( )",[21,32,42,52,61,70,78,87,96,106],{"answer":22,"createTime":5,"id":23,"options":24,"question":29,"source":30,"type":31},[],138430661,[25,26,27,28],"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":33,"createTime":34,"id":35,"options":36,"question":41,"source":30,"type":31},[],"2024-06-13 11:41:38",138430663,[37,38,39,40],"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":43,"createTime":44,"id":45,"options":46,"question":51,"source":30,"type":31},[],"2024-06-13 11:47:48",138430666,[47,48,49,50],"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":53,"createTime":5,"id":54,"options":55,"question":60,"source":30,"type":31},[],138430668,[56,57,58,59],"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":62,"createTime":5,"id":63,"options":64,"question":69,"source":30,"type":31},[],138430670,[65,66,67,68],"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":71,"createTime":44,"id":72,"options":73,"question":77,"source":30,"type":31},[],138430672,[74,37,75,76],"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":79,"createTime":5,"id":80,"options":81,"question":86,"source":30,"type":31},[],138430676,[82,83,84,85],"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":88,"createTime":44,"id":89,"options":90,"question":95,"source":30,"type":31},[],138430679,[91,92,93,94],"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":97,"createTime":98,"id":99,"options":100,"question":105,"source":30,"type":31},[],"2024-04-30 19:38:23",138430682,[101,102,103,104],"车间或车间处理设施","车间处理设施","排污单位","车间","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",{"answer":107,"createTime":5,"id":6,"options":108,"question":19,"source":30,"type":31},[],[8,9,10,11]]