篇一：如何维护招聘渠道课后测试
如何维护招聘渠道
课后测试
测试成绩：93.33分。恭喜您顺利通过考试！
单选题
1. 如果春节是在2月份，那招聘高峰开始时间将会在（）。 ×
A 1月份
B 2月份
C 3月份
D 6月份
正确答案： C
2. 用自有数据进行渠道效果评估时，综合成功率等于（）。
A 面试人数/简历总数
B 录取人数/面试人数
C 简历总数*面试人数
D 有效简历率*录取成功率
正确答案： D
3. 员工离职有可能带来的一系列经济损失属于（）。 √
A 直接成本
B 机会成本
C 内部成本
D 外部成本
正确答案： B
多选题
4. HR习惯在网络上发布招聘职位的时间一般在（）。 √
A 上午7点到8点
B 上午9点到10点
C 下午14点到15点 √
D 下午
16点到17点
正确答案： B D
5. 要做到精细化的产品运营，要求（）。 √
A 做深入
B 做精细
C 做简单
D 做创新
正确答案： A B
6. 在做招聘渠道成本分析时，下面哪些属于直接成本？ √
A 广告费
B 猎头费
C 招聘会费用
D 员工推荐费用
正确答案： A B C D
7. 要做到极致的用户体验的方法有（）。 √
A 简单
B 迭代
C 重复
D 微创新
正确答案： A B D
8. 可以从以下哪些方面进行不同招聘渠道的效率成本分析。
A 效率
B 成本
C 影响范围
D 命中率 √
正确答案：
A B C D
9. 网民对求职招聘行业相关网站及关键词的搜索热度高峰一般在（）。 √ A
B
C
D 上午9点到10点 中午12点左右 下午15点到17点 晚上20点到23点
正确答案： C D
10. 有效招聘渠道的三个特征分别是（）。 √
A
B
C
D 可行性 针对性 真实性 经济性
正确答案： A B D
11. 用互联网思维进行招聘渠道维护，主要有三个步骤，分别是（）。 √ A
B
C
D 用自有数据进行渠道效果评估 做免费的商业模式 做精细化的产品运营 要极致的用户体验
正确答案： B C D
判断题
12. 垂直类的招聘网站比三大招聘网站的针对性更弱。 √
正确
错误
正确答案： 错误
13. 我们要学会把内部推荐做成一个项目来进行运营。 √
正确
错误
正确答案： 正确
14. 要用免费的商业模式去做招聘渠道维护，说白了就是要充分运用周围的人脉。 √
正确
错误
正确答案： 正确
15. 要善于利用渠道热点事件来提升简历量。
正确
错误
正确答案： 正确
√
篇二：渠道维护
渠道维护 第一章
第一节
1 力的作用效应
2 力的三要素
第二节
1公理
2静力学公理：二力平衡公理；加减平衡力系公理
3刚体
4物体平衡
5力系平衡，力系，平衡力
6力的可传递性原理
7力的平行四边形公理
8力的作用与反作用定律
第三节
1约束有力约束反力
2主动力
3柔性约束（T）
4光滑面接触，压力（N）
5中间铰链，固定铰链支座，可动铰支座
6链杆约束
第四节
1分离体
2受力图
3物系 第二章
第一节
1静水压力，单位(N或KN)
2静水压强，单位（P或Kpa）
3静水压强的特性（2个）
第二节
1静水压强基本方程P=P0+rh
另一种表达式：
2绝对压强，相对压强
3负压，真空值
第三节
1浮力，上浮力，浮心
2阿基米德原理
3决定物体沉浮的条件
第四节
1流线
2过水断面，过水断面的水力要素
3湿周（x）
4水力半径（R）
5流量，单宽流量
第五节
1明渠的底坡
2明渠渠底（河渠渠底比降）
3正坡渠道，平坡渠道，逆坡渠道
4明渠的横断面
5明渠均匀流的特点和产生的条件
第六节
1明渠均匀流的流量基本公式
第三章
第一节
1灌溉水源
2地下水，潜水，层间水
3城市污水，工业废水
4选择水源要考虑的条件
5水质
6灌溉对于水源水质的要求：1,2,3
7如何解决灌溉水源水位及水量的要求？
8无坝引水
9有坝引水
10拦河坝，进水闸，冲沙闸，防洪堤
11抽水取水，水库取水
第二节
1灌排系统2灌排渠沟系统 3灌区
4干渠
5平原型灌溉区，山前平原型灌溉区，（ ）
第三节
1一般骨干渠系
2自流灌溉，自流排水
3渠系布置要求 明渠
4山丘地区：绕行，直穿 暗渠
隧洞
5渡槽，倒虹吸管，涵洞
6渠线选定的步骤
第四章
第一节
1水准仪的使用方法
2经纬仪的使用方法
3经纬仪的安装和瞄准 仪器安置 粗略整平 瞄准目标 精确整平 读数 整平 瞄准
第二节
1高程
2连续水准测量
3后视读数，前视读数
4渠道工程的高程控制测量方法，就地检测控制渠道工程高程的测量方法 5水准点，水准路线
6高差，视差
第五章
第一节
1制图工具和仪器
2图纸幅面的大小及标题
第二节
1正投影
第三节
1组成立体的基本元素
2平面的投影特性，直线的投影特性，点的投影特性
第四节
1物体的三视图：主视图，俯视图，左视图
第五节
1剖面图和剖视图的区别
2剖面图的种类 移出剖面
重合剖面
第六节 形体分析法
1剖视图和剖面图的读识
线面分析法
第七节
1水工图的基本表示方法
平面图
立面图
2 剖视图
剖面图
详图
3平面图的配置
4区分河流的左右岸
第八节 制图前的准备工作
1 画底稿的步骤
铅笔加深底稿的步骤
2水工图的读识的步骤和方法
第六章
第一节
1水利工程施工的主要任务和特点
2水利工程施工组织与管理的基本原则
第二节
1水泥
2标号，强度
3胶结强度
4凝结，硬化
5水化程度，水灰比
6养护方式 7测定水泥强度的方法
8水泥的比重，容重与细度
9凝结时间：初凝，终凝
10体积安定性，干缩，预防的方法
11水泥的应用和保管
12钢筋 机械性能分：一级钢筋（3号钢），二级钢筋，三级钢筋，四级钢筋
按外圆分：光面圆钢筋(A3)，螺纹钢筋（低合金钢）
13钢丝：冷拔低碳钢丝，碳素钢丝，刻痕钢丝，钢绞线
14石子：卵石，碎石
15砂：天然砂，人工砂
16水利工程对砂的要求
17片石，块石，料石，样石
18石灰，熟化，硬化
19石灰的用途
第三节
1土方开挖
2基坑开挖 土基开挖
3软基开挖
砂砾石地基开挖
4换土
5防渗处理：帷幕灌浆，修建防渗墙
钻孔灌浆：循环钻孔法，预埋花管法 6土方回填：土料选择，填筑与压实
7砌石工程 平缝砌筑法
8 花缝砌筑法
9浆砌石
10填充胶结材料水泥砂浆
混合砂浆
细骨料混凝土
11浆砌块石施工要点
12混凝土与钢筋混凝土
13混凝土配合比：水灰比，含砂率，单位用水量
渠道维护工（技师、高技）参考题
渠道维护工（技师、高技）参考题
一、选择题
1、经纬仪是用以测量水平角和（）的测量仪器。
A、水平视线 B、高差
C、高程 D、竖直角
2、混凝土在含水饱和状态下，抵抗冰冻破坏的能力称为（
A、抗渗性 B、抗冻性
C、抗冲磨性 D、抗侵蚀性 ）。
篇三：机关事业单位工人技术等级岗位考试试题
机关事业单位工人技术等级考试试题
简答题目录
1、什么叫浆砌石？它有哪些砌筑要领？···················································10
2、对模板的基本要求有哪些？···························································11
3、什么叫扣件式钢管脚手架？它有哪些特点？·············································11
4、手工除锈有哪几种方式？·····························································11
5、混凝土浇筑前应对模板、钢筋及预埋件进行哪些检查？···································11
6、砌筑前的准备工作一般有哪些内容？···················································11
7、模板安装的程序是怎样的？包括哪些内容？·············································11
8、操作除锈机时应注意哪些内容？·······················································11
9、混凝土搅拌质量如何进行外观检查？···················································11
10、提高推土机生产效率的方法有哪些？··················································11
11、砖石砌筑的基本原则有哪些？························································11
12、定型组合钢模板由哪几部分组成？····················································12
13、钢筋为什么要除锈？································································12
14、搅拌机使用前的检查项目有哪些？····················································12
15、如何对混凝土拌合物进行检查控制？··················································12
16、简述砖基础检查项目和方法？························································12
17、滑模施工有哪些特点？······························································12
18、拆模应注意哪些内容？······························································12
19、钢筋的现场绑扎的基本程序有哪些？··················································12
20、混凝土工程如何对原材料进行控制检查？··············································12
21、砖墙面勾缝前，应做哪些准备工作？··················································13
22、滑模系统由哪几部分组成？··························································13
23、点焊时有哪些基本要求？····························································13
24、自卸汽车运输混凝土的安全技术措施有哪些？··········································13
25、墙混凝土的振捣要求有哪些？························································13
26、土石坝的渗透观测项目有哪些？······················································13
27、如何预防土石坝裂缝？······························································13
28、土石坝裂缝处理后如何进行土料回填？················································14
29、渠系建筑物如何进行日常养护？······················································14
30、渠道产生冲刷的原因有哪些？························································14
31、造成坝身渗漏的主要原因有哪些？····················································14
32、如何用导渗法处理土石坝的渗漏？····················································14
33、土石坝绕坝渗漏的原因有哪些？······················································14
34、如何抢护土石坝滑坡？······························································15
35、土石坝护坡破坏的类型及原因有哪些？················································15
36、什么叫设防水位？··································································15
37、什么叫管涌？······································································15
38、散浸出现的原因有哪些？····························································15
39、滑坡裂缝与纵向裂缝的区别有哪些？··················································15
40、为了使巡堤查险顺利进行，保证防汛安全，制定严格的制度。一般有哪些工作制度？········15
41、出现洪水漫顶的主要原因有哪些？····················································16
42、子堤型式有哪几种？································································16
43、堤防日常维护工作的主要内容有哪些？················································16 1
44、漏洞险情出险原因有哪些？··························································16
45、防止漫顶的措施有哪些？····························································16
46、土石坝的变形观测的内容有哪些？····················································16
47、土石坝横向裂缝发生的常见部位有哪些？··············································17
48、坝下涵管产生管身断裂和漏水的常见原因有哪些？······································17
49、堤防中的隐患通常有哪些？··························································17
50、溢洪道的巡视检查主要有哪些内容？··················································17
51、多孔闸门如何进行运行？····························································17
52、启闭机如何进行日常养护？··························································17
53、巡堤查险制度有哪些？······························································17
54、如何用视准线法进行土石坝水平位移观测？············································17
55、土石坝内部裂缝常常发生在哪些部位？················································18
56、化学灌浆的灌浆材料有哪些？························································18
57、水闸的观测项目有哪些？····························································18
58、堤基清理包括哪些内容? ····························································18
59、护岸工程水下护脚采用哪些方法? ····················································18
60、什么是抢险？······································································18
61、河道整治的措施有哪些？····························································18
62、修防工作的任务是什么？····························································18
63、防止风浪的抢护方法常用的有哪些？··················································18
64、堤身漏洞抢护原则有哪些？··························································18
65、简述堤防管理主要规定。·····························································18
66、简述脱坡产生的原因。·······························································18
67、堤坝出现翻砂鼓水应如何抢护？······················································19
68、水利工程中常用的石料有哪几种？····················································19
69、提高推土机生产效率的方法有哪些？··················································19
70、土方压实的目的有哪些？····························································19
71、对土石坝进行的巡视检查应注意以下要求。·············································19
72、土石坝的裂缝有哪些类型？··························································19
73、土石坝渗漏的危害性有哪些？························································19
74、常见的压渗型式有有哪些？··························································19
75、土石坝滑坡有哪些类型？····························································19
76、混凝土坝体散渗或集中渗漏的处理如何处理？··········································19
77、渠道滑坡如何进行处理？····························································19
78、风浪淘刷险情出险原因有哪些？······················································19
79、子堤型式有哪些？··································································19
80、混凝土及浆砌石坝渗漏类型有哪些？··················································19
81、溢洪道的巡视检查主要有哪些内容？··················································19
82、启闭设备使用前应进行哪些检查？····················································20
83、土工织物的特性有哪些？····························································20
84、隧洞产生气蚀的主要原因有哪些？····················································20
85、渠道正常运用的要求有哪些？························································20
86、渠道的病害形式有哪些？····························································20
87、漏洞如何进行探测？································································20
88、试述纯土子堰抢护布置、材料、施工要求。·············································20
89、什么是管涌？一般发生在什么部位？其产生原因是什么？一般采取哪些方法抢护。···········20
2
论述题目录
1、试述浆砌石砌筑工艺。································································20
2、砼常用的铺料方法有哪些？···························································21
3、滑坡处理注意事项有哪些？···························································21
4、散浸抢护原则及抢修方法有哪些？·····················································21
5、如何构筑背河滤水围井减压？·························································21
6、崩塌抢护原则和抢护方法有哪些？·····················································22
7、闸顶漫溢如何进行抢护？·····························································22
8、如何组织浆砌石基础砌筑施工？·······················································22
9、土石坝的裂缝如何进行观测？·························································22
10、如何采用开挖回填的方法处理裂缝？··················································23
11、土石坝护坡如何进行永久加固修理？··················································23
12、管涌抢险方法有哪些？······························································23
13、风浪抢护原则及抢修方法有哪些？····················································24
14、水闸滑动如何进行抢险？····························································24
15、混凝土麻面产生的原因有哪些？如何预防和处理？······································24
16、混凝土拌和的安全技术措施有哪些？··················································24
17、选择压实机械主要考虑哪些原则？····················································25
18、砌石工程施工质量如何进行控制检查？················································25
19、渠道如何进行砌石衬护？····························································25
20、紧邻水平建基面的爆破开挖要求有哪些？··············································25
21、梁、板混凝土的振捣要求有哪些？····················································26
22、钢筋安装质量控制的基本内容有哪些？················································26
23、梁、板混凝土结构因尺寸较小，施工中应注意哪些问题？································26
24、屋面柔性防水结构如何组织施工？····················································26
25、试述土石坝日常维护工作。···························································27
26、试述岸坡崩塌险情产生的原因及抢险方法。·············································27
27、试述土石坝绕坝渗漏的处理措施。·····················································28
28、试述抢堵堤防决口的方法。···························································28
29、崩塌抢护原则和抢护方法有哪些？····················································29
30、堵口的方法有哪些？································································29
31、试述土石坝坝身渗漏的形式及原因。···················································30
32、混凝土建筑物止水破坏后如何处理？··················································30
33、试述出现漫顶的原因和抢护原则。·····················································30
34、试述土石坝滑坡的处理。·····························································31
35、试述堤防的养护要求及方法？························································31
36、试述管涌险情的抢护？······························································31
37、干砌石施工必须注意哪些因素？······················································32
38、管涌抢护原则及抢修方法有哪些？····················································32
39、岸坡崩塌险情及出险原因有哪些？····················································32
40、水闸滑动如何进行抢险？····························································33
3
一、选择题
1、处于潮湿环境或水下使用的砂浆应用(A.水泥砂浆)。
2、砌筑块石挡土墙时，两个分层高度间的错缝不得小于(C.8 )cm。
3、砖墙预留的过人洞，其侧边离交接处的墙面应不小于(C.50)cm，洞口顶部宜设置过梁。
4、平拱砖过梁适用于跨度不超过(A.1.8)m的门窗洞口。
5、当竖向模板最低处高于地面( D.10 )m时，应考虑各方向风荷载作用的抗倾稳定。
6、模板安装时，凡属承重的梁板结构，跨度大于 4m 以上时，跨中应预留起拱高度．每米增高(C.3)mm，两边逐渐减少，至两端同原设计高程等高，
7、扣件式钢管双排脚手架的小横杆靠墙一端应离开墙体装饰面至少 (A.100)mm。
8、Ⅰ级钢筋单面搭接焊最小搭接长度不少于(D.8)d(钢筋直径)。
9、断线钳是定型产品，它一般用于切断(D.l5)mm以下的钢丝。
10、钢筋扳子的扳口尺寸要比弯制钢筋大(A.2)mm较为合适，过大会影响弯制形状的正确。
11、手弧焊接作业，焊机必须装设接地线。地线电阻不应大于(C.4)Ω。
12、锥螺纹套筒连接，所连钢筋直径之差不宜超过 (D.9 )mm。
13、搭接钢筋为受压钢筋时， 筋间距不应大于(B.10)d。
14、砂砾地基应清除杂物，整平基础面，并浇筑(C.10～20)cm 厚素混凝土垫层。
15、设计配合比中的加水量根据(C.水灰比)计算确定，并以饱和面干状态的砂子为标准。
16、在完成混凝土搅拌机检查工作后，即可进行开盘搅拌，为不改变混凝土设计配合比，补偿粘附在筒壁、叶片上的砂浆，第一盘应减多加水泥、砂各(B．15)%。
17、溜管卸料时，其出口离浇筑面的高差应不大于1.5m。并利用拉索拖动均匀卸料，但应使溜管出口段约 (B．2 )m长与浇筑面保持垂直，以避免混凝土料分离。随着混凝土浇筑面的上升，可逐节拆卸溜管下端的管节。
18、用表面式振捣器在双层钢筋结构中浇筑层的允许最大铺料厚度为(B．120)mm。
19、人工平仓用论铁坛锹讨，平仓距离不超过(C.3)m。
20、振捣棒在每一孔位的振捣时间，以混凝土不再显著下沉，水分和气泡不再逸出并开始泛浆为准。振捣时间和混凝土坍落度、石子类型及最大粒径、振捣器的性能等因素有关，一般为 (B．20～30)s。
21、浆砌石施工的砌筑要领可概括为:平、稳、满、错四个字。平，同一层面大致砌平，相邻石块的高差宜小于
（B.2～3）。
22、筑圆形建筑物(如水池)一般采用（B. 顶砌法）， 法全部采用丁砖，便于砌筑成所需的弧度。
23、墙身砌体高度超过地坪（A.1.2 ）m以上时，应搭设脚手架。
24、滑模施工在滑动过程中，要求各千斤顶的相对标高之差不得大于（D.40）mm。
25、木脚手架的搭设时，对于单排外脚手架，搭设高度一般不得超过（B.20）m。
26 、钢筋的贮存堆放时，钢筋下部应垫高，离地至少（B.20 ）cm高，以防钢筋锈蚀。
27、钢筋在使用前必须经过调直,钢筋调直后其表面伤痕不得使钢筋截面积减少（D.5 ）％以上。
28 、操作钢筋切断机在断短料时，不用手扶的一端应用（A.1）m以上长度的钢管套压。
29、如果有多台对焊机并列安装时，两台焊机之间的距离最少要有（B.3）m，并且要求接在不同相位的电源上。
30、乙炔钢瓶必须安放在垂直的位置。当瓶内压力减低到（A.0.2）MPa 时，应停止使用。
31、根据施工规范规定：直径在（B.25）mm以下的钢筋接头，可采用绑扎接头。
32、焊接与绑扎接头距钢筋弯起点不小于（B.10）d，也不位于最大弯矩处。
33、施工规范对配料精度(按重量百分比计)的要求是：水泥、掺合料、水、外加剂溶液为±（A.1）%。
34、搅拌机运输时，应将进料斗提升到上止点，并用保险铁链锁住。轮胎式搅拌机的搬运可用机动车拖行，但其拖行速度不得超过（B.15）。如在不平的道路上行驶，速度还应降低。
35、溜槽为钢制槽子(钢模)，可从皮带机、自卸汽车、斗车等受料，将混凝土转送入仓。 坡度可由试验确定， 采用（D.45）左右。
36、开始浇筑前，要在岩面或老混凝土面上，先铺一层（B.2～3）cm 厚的水泥砂浆(接缝砂浆)以保证新混凝土与基岩或老混凝上结合良好。
37、台阶浇筑法浇筑块的台阶层数以（D.5～10）层为宜，层数过多，易使下层混凝土错动，并使浇筑仓内平仓 4
振捣机械上下频率调动，容易造成漏振。
38、振捣棒的插入深度，在振捣第一层混凝土时，以振捣器头部不碰到基岩或老混凝土面，但相距不超过（C.5）cm为宜。
39、硅酸盐水泥、普通硅酸盐水泥混凝土养护时间不少于（B.14）d。
40 、块石基础每天可砌高度不应超过（B.4.2）m。
41、堤防压实质量控制指标是土的干密度，一般设计要求应达到(C、1.5) t/m 以上。
42、堤防灌浆压力一般控制在(C、98)kPa。
43、纯土子堰顶宽一般为(B、1.0)m。
44、土料的密度、含水量、(B、可松性)等主要工程性质对土方工程的施工方法、施工进度均有很重要的影响。
45、推土机适用于堆筑高度在(A、1.5)m以内的路基、渠堤等。
46、拖式铲运机的运距以不超过(D、 800 )m为宜，当运距在 300m左右时效率最高。
47、土石坝清基应把坝基范围内有机质含量大于(B、2)%的表土清除掉。
48、土石坝坝面取样所测定的干密度试验结果，其合格率应不小于(D、90) %，不合格干密度不得低于设计值的 98%，且不能集中出现。
49、钢模板的宽度以 (50)mm进级，长度以(150)mm进级，其规格和型号已做到标准化、系列化。
50、模板拆除中，当梁的跨度为 5m 以上．要求达到设计强度的(D、100 )％；
51、木脚手架的搭设时，对于双排外脚手架，搭设高度一般不得超过(C、30) m。
52、钢筋、钢丝、钢绞线应作成批验收，每批的数量应小于(D、60)ｔ。
53、Ⅱ级钢筋受拉区钢筋绑扎接头的最小搭接长度(B、35)d。
54、在水利水电工程施工中进行钢筋代换时，某种直径的钢筋以钢号相同的另一种钢筋代替时,其直径变更范围不宜超过(D、4)mm。
55、断线钳是定型产品，它一般用于切断(D、5)mm以下的钢丝。
56、操作钢筋切断机在断短料时，不用手扶的一端应用(A、1)m 以上长度的钢管套压。
57、下面哪种建筑物不属于防洪堤(B、海塘)：
58、采用抛石方法抢护坝基岸基础淘刷时，抛投块石的重量一般在 (C、30～70)kg：
59、排水设备应设置在堤坝(D、下游)部位。
60、建基面终验清理完毕或施工缝处理完毕养护一定时间,混凝土强度达到(A、2.5)MPa 后,即进行钢筋的绑扎与安装作业。
61、水体某一固定地点的自由水面高出基面的高程称为该地点的( ④水位 )。
62、江河渠道中水体流动的速度称为( ②流速 )。
63、 位时间内通过河道某一断面的流体体积称为( ②流量 )。
64、堤防工程的级别根据防护区内各类防护对象的重要性和规模划分为( ③5 )级。
65、采用机械方法填筑土堤时，施工段长度不少于( ④200 )m。
66、堤防施工清基范围应超出设计边线( ③30～50 )cm。
67、纯土子堰应修在堤顶面( ①临水 )堤肩一侧。
68、纯土子堰临水坡脚一般距堤肩( ③0.5～1.0 )m。
69、纯土子堰顶宽一般为( ②1.0)m。
70、砂石导渗沟一般沟深为( ③0.5～1.0 )m。
71、砂石导渗沟一般沟宽为( ③0.5～0.8 )m。
72、修筑梢料反滤围井时，铺料顺序为( ①细梢料、梢料 )。
73、在背水坡处理管涌险情时，切忌用( ④不透水材料 )强填硬塞，以免断绝排水通路，增大渗压，使险情恶化。
74、在漏洞口切忌乱抛( ④砖石 )等块状材料，以免架空， 使漏洞扩大。
75、子堰修在临河侧，堰脚至堤肩应留出( ②1.0 )m 的宽度，以便于施工及查水。
76、渗漏已在涵闸下游堤坡出逸时，防止流土或管涌等渗透破坏，致使险情扩大，需在出渗处采取( ③导渗反滤 )措施。
77、干砌石施工前，为了防止地下渗水逸出时把基础的土粒带走，在干砌石下面应铺设( ②反滤层 )。 5
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