A-
默认
A+
\n\t疏浚工程原则上不允许欠挖,局部欠挖如超出下列规定时,应进行返工处理:\n<\/p>\n
\n\t(1)欠挖厚度小于设计水深的5%,且不大于30cm; \n(2)横向浅埂长度小于设计底宽的5%,且不大于2m; \n(3)浅埂长度小于2. 5m。\n<\/p>"},{"id":10778,"title":"某水利工程中某项材料预算价格中,材料原价为Ⅰ,包装费为Ⅱ,运杂费为Ⅲ,运输保险费为Ⅳ,已知该种材料的采购及保管费费率为3%,则采购及保管费为( )。","stem":"","options":"Ⅰ×3%^*@*^(Ⅰ+Ⅱ+Ⅳ)×3%^*@*^(Ⅰ+Ⅱ+Ⅲ)×3%^*@*^(Ⅰ+Ⅱ+Ⅲ+Ⅳ)×3%","answer":"C","explanation":"采购与保管费,指材料采购和保管过程中所发生的各项费用,依材料运到工地仓库价格不包括运输保险费为基准计算。"},{"id":8324,"title":"人工骨料加工以( )为主。","stem":"","options":"筛分、清洗^*@*^破碎、筛分^*@*^破碎、清洗^*@*^开采、破碎","answer":"B","explanation":""},{"id":7860,"title":"用水力学方法进行土坝渗流分析,( )项基本假定是错误的。","stem":"","options":"坝体内土质是均匀的^*@*^各方向的渗透系数相同^*@*^渗流是层流^*@*^地基是不透水的","answer":"D","explanation":""},{"id":10445,"title":"根据《水利水电工程设计工程量计算规定》(SL328-2005),下列关于设计工程量计算的说法正确的是( )。","stem":"","options":"吹填工程量计算应考虑吹填土层固结沉降、吹填区地基沉降和施工期泥沙流失等因素^*@*^疏浚工程量的计算应计入开挖过程中的超挖及回淤量^*@*^混凝土结构中的钢衬工程量应单独列出^*@*^土工合成材料工程量应计人材料搭接及各种形式嵌固的用量","answer":"C","explanation":""},{"id":11469,"title":"某大型综合利用水利水电枢纽工程位于峡谷地区,基岩完整、坚硬、岸坡陡峻,该工程泄流的消能方式宜采用( )。","stem":"","options":"底流消能^*@*^挑流消能^*@*^面流消能^*@*^消力戽消能","answer":"B","explanation":""},{"id":8648,"title":"疏浚工程纵断面上不得有连续两个欠挖点,且欠挖值不得大于( )。","stem":"","options":"10cm^*@*^20cm^*@*^30cm^*@*^40cm","answer":"C","explanation":""},{"id":9287,"title":"水利建设市场主体良好信息发布时间为( )。","stem":"","options":"长期^*@*^3年^*@*^短期^*@*^6个月","answer":"B","explanation":"良好行为记录信息发布期限为3年。不良行为记录信息发布期限不少于6个月。"},{"id":10131,"title":"安全措施补助费应由( )批准使用。","stem":"","options":"监理单位^*@*^施工单位^*@*^项目法人^*@*^质量监督单位","answer":"C","explanation":""},{"id":9768,"title":"以下关于缴纳工程质量监督费的说法正确的是( )。","stem":"","options":"由项目法人缴纳^*@*^由监理单位缴纳^*@*^不需要缴纳^*@*^由施工单位缴纳","answer":"A","explanation":""},{"id":9734,"title":"水利工程质量监督机构三级设置方式是( )。","stem":"","options":"总站、流域分站、站^*@*^总站、中心站、站^*@*^总站、流域分站、中心站^*@*^中心站、分站、站","answer":"B","explanation":""},{"id":11201,"title":"大中型水利水电工程建设项目用地,应当依法申请并办理审批手续,实行( )。","stem":"","options":"一次报批、一次征收,一次支付征地补偿费^*@*^一次报批、分期征收,按期支付征地补偿费^*@*^分期报批、分期征收,分期支付征地补偿费^*@*^分期报批、分期征收,按期支付征地补偿费","answer":"B","explanation":"大中型水利水电工程建设项目用地,应当依法申请并办理审批手续,实行一次报批、分期征收,按期支付征地补偿费。"},{"id":7997,"title":"坝址、坝型选择和枢纽布置是水利水电枢纽设计的重要内容,不同的坝轴线可以选择不同的坝型和枢纽布置,对河谷狭窄、地质条件良好的适宜修建( )。","stem":"","options":"重力坝^*@*^拱坝^*@*^土石坝^*@*^支墩坝","answer":"B","explanation":""},{"id":7791,"title":"双面水准尺的主尺是( )。","stem":"","options":"红面尺^*@*^黑面尺^*@*^蓝面尺^*@*^白面尺","answer":"B","explanation":""},{"id":10971,"title":"淤地坝建设监理应当由同时具备( )专业资质的监理单位承担。","stem":"","options":"水利工程施工监理和工程移民监理^*@*^水利工程施工监理和乙级以上水土保持工程施工监理^*@*^水利工程施工监理和建设环境保护监理^*@*^工程移民监理和建设环境保护监理","answer":"B","explanation":""},{"id":8333,"title":"用同钢号某直径钢筋代替另一种直径的钢筋时,变更后钢筋总截面面积与设计文件规定的截面面积之比为( )。","stem":"","options":"95%~106%^*@*^96%~105%^*@*^97%~104%^*@*^98%~103%","answer":"D","explanation":""},{"id":8601,"title":"离心式泥泵与离心水泵不同之处在于( )。","stem":"","options":"叶轮直径较小、叶片数量较小^*@*^叶轮直径较大、叶片数量较小^*@*^叶轮直径较大、叶片数量较大^*@*^叶轮直径较小、叶片数量较大","answer":"B","explanation":""},{"id":8973,"title":"质量监督机构与项目法人之间的关系是( )。","stem":"","options":"监督与被监督^*@*^平等的民事主体^*@*^委托合同^*@*^行政管理与被管理","answer":"D","explanation":"质量监督机构与项目法人之间的关系是行政管理与被管理。"},{"id":7855,"title":"正常蓄水位至死水位之间的水库容积,称为( )。","stem":"","options":"兴利库容^*@*^死库容^*@*^防洪库容^*@*^调洪库容","answer":"A","explanation":""},{"id":10448,"title":"低温季节混凝土施工时,为提高混凝土拌合料温度,不应直接加热的材料是( )。","stem":"","options":"水^*@*^砂^*@*^水泥^*@*^碎石","answer":"C","explanation":""},{"id":9678,"title":"水利工程发生质量事故后由项目法人提出处理方案的是( )。","stem":"","options":"一般事故、较大事故和重大事故^*@*^较大事故、重大事故和特大事故^*@*^重大事故和特大事故^*@*^一般事故、较大事故、重大事故和特大事故","answer":"C","explanation":""},{"id":10134,"title":"建设项目设立由( )牵头组建的安全生产委员会。","stem":"","options":"施工单位^*@*^监理单位^*@*^设计单位^*@*^项目法人","answer":"D","explanation":""},{"id":9666,"title":"以下( )不是水利工程质量事故分类要考虑的因素。","stem":"","options":"工期^*@*^经济损失^*@*^使用功能^*@*^工程级别","answer":"D","explanation":""},{"id":8979,"title":"后评价阶段对项目投入生产(运行)后各方面的影响进行的评价称为( )。","stem":"","options":"过程评价^*@*^经济效益评价^*@*^影响评价^*@*^建设评价","answer":"C","explanation":"后评价阶段对项目投入生产(运行)后各方面的影响进行的评价称为影响评价。"},{"id":8659,"title":"将厂房本身作为挡水建筑物,一般为低水头水电站的是( )水电站。","stem":"","options":"坝式^*@*^引水式^*@*^坝后式^*@*^河床式","answer":"D","explanation":""},{"id":8946,"title":"按《水利工程建设程序管理暂行规定》的要求,水利工程建设程序的最后一环为( )。","stem":"","options":"竣工验收^*@*^生产准备^*@*^生产运行^*@*^项目后评价","answer":"D","explanation":""},{"id":9524,"title":"根据《水利水电工程标准施工招标文件》,施工总进度计划应由( )编制并报送监理人审批。","stem":"","options":"发包人^*@*^承包人^*@*^设计单位^*@*^质量监督机构","answer":"B","explanation":""}]
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