年电大自考水工建筑物考题小抄

'专业好文档一、单项选择题1、水利水电枢纽工程按其规模、效益和在国民经济中的重要性分为几等？（分数：1分）A.三B.四C.五D.六正确答案：C2、水利水电工程中的永久性水工建筑物的级别，划分为几级？（分数：1分）A.三B.四C.五D.六正确答案：C3、用以改善河流的水流条件，调整水流对河床及河岸的作用，以及防护水库、湖泊中的波浪和水流对岸坡的冲刷而修建的建筑物是？（分数：1分）A.挡水建筑物B.输水建筑物C.整治建筑物D.专门建筑物正确答案：C4、正常蓄水位至死水位之间的水库库容称为？（分数：1分）A.死库容B.兴利库容C.调洪库容D.总库容正确答案：B5、水利水电工程中的临时性水工建筑物的级别，划分为几级？（分数：1分）A.三B.四C.五D.六正确答案：A6、我国小浪底大坝属于？（分数：1分）A.重力坝B.土石坝C.拱坝D.水闸正确答案：B7、如果仅以水库总库容为分等指标，某水利枢纽工程总库容为8亿m3，则工程等别为几等？（分数：1分）A.一B.二C.三D.四正确答案：B8、某水利枢纽工程总库容为8亿m3，其水库大坝为土石坝，坝高140m，则大坝的建筑物级别为几级？（分数：1分）A.一B.二C.三D.四正确答案：A 专业好文档9、下列属于输水建筑物的是？（分数：1分）A.水闸B.溢流坝C.渡槽D.导流堤正确答案：C二、多项选择题10、水利水电工程的等别，应根据什么确定？（分数：2分）A.工程规模B.效益C.在国民经济中的重要性D.使用年限E.失事造成的后果正确答案：ABC11、水利水电工程中水工建筑物的级别，应根据什么确定？（分数：2分）A.工程等别B.失事造成的后果C.在工程中的作用和重要性D.使用年限E.建筑材料正确答案：AC12、下列选项中属于II等水利水电工程划分指标有？（分数：2分）A.水库总库容1.0～0.1亿m3B.装机容量120～30万kwC.保护农田500～100万亩D.治涝面积60～15万亩E.灌溉面积50～5万亩正确答案：BC13、下列选项中属于4级临时性水工建筑物划分指标有？（分数：2分）A.保护对象为3级、4级永久性水工建筑物B.使用年限3～1.5年C.失事后果为淹没重要城镇D.临时性水工建筑物高度50～15mE.临时性水工建筑物库容1.0～0.1亿m3正确答案：BDE一、单项选择题1、碾压混凝土重力坝一般不设？（分数：1分）A.横缝B.纵缝C.坝体排水D.坝内廊道正确答案：B2、在重力坝坝体分区时，靠近地基的Ⅳ区对混凝土性能的要求主要考虑？（分数：1分）A.抗渗B.抗冻C.抗裂D.抗冲正确答案：C3、为减小温度应力，适应地基不均匀变形和满足施工要求，重力坝应设置？（分数：1分）A.横缝 专业好文档B.铅直纵缝C.错缝D.施工缝正确答案：A4、重力坝的横缝间距一般为？（分数：1分）A.10-15mB.15-20mC.20-25mD.25-30m正确答案：B5、下列混凝土重力坝荷载组合中属于特殊组合的是？（分数：1分）A.正常蓄水位情况B.设计洪水位情况C.地震情况D.冰冻情况正确答案：C6、下列关于扬压力说法正确的是？（分数：1分）A.扬压力仅作用于坝基面B.扬压力大小主要由上下游水位差决定C.坝身排水管帷幕能有效降低扬压力D.拱坝不存在扬压力作用正确答案：C7、将扬压力作为一项主要荷载的坝型是？（分数：1分）A.重力坝B.拱坝C.土石坝D.面板堆石坝正确答案：A8、下列符号数字表示混凝土抗渗性的是？（分数：1分）A.C20B.W4C.F150D.R250正确答案：B9、重力坝坝基帷幕灌浆的主要目的是？（分数：1分）A.提高基岩的整体性和强度B.降低坝体渗流压力C.降低地基的透水性D.降低坝底渗流压力正确答案：D10、适用于基岩比较坚固的中、高水头的泄水建筑物的消能方式是？（分数：1分）A.底流消能B.挑流消能C.面流消能D.消力戽正确答案：B11、下列混凝土重力坝荷载组合中属于特殊组合的是？（分数：1分）A.正常蓄水位情况B.设计洪水位情况C.校核洪水位情况D.冰冻情况正确答案：C12、下列与混凝土坝坝基的渗透压力大小成正比的是？（分数：1分） 专业好文档A.上游水位B.下游水位C.上下游水位差D.坝高正确答案：C13、波浪运动不受库底的约束，这样条件下的波浪称为？（分数：1分）A.深水波B.中水波C.浅水波D.破碎波正确答案：A14、重力坝中在防渗帷幕后设置排水孔幕的目的是？（分数：1分）A.降低浮托力B.降低渗透压力C.减少坝体渗流量D.减少坝基渗流量正确答案：B15、利用水跃，将泄水建筑物泄出的急流转变为缓流，以消除多余动能的消能方式是？（分数：1分）A.底流消能B.挑流消能C.面流消能D.消力戽正确答案：A16、重力坝地基处理时，顺水流方向的开挖面不宜？（分数：1分）A.做成台阶状B.做成锯齿状C.向上游倾斜D.向下游倾斜正确答案：D17、关于泄水重力坝溢流面说法错误的是？（分数：1分）A.设计要求有较高的流量系数B.顶部曲线段多采用WES曲线C.中间段坡度应与非溢流坝段的下游坡度相同D.泄水时动水压力对坝体稳定不利正确答案：D18、下列符号数字表示混凝土抗冻性的是？（分数：1分）A.C25B.W6C.F200D.D200正确答案：C19、关于重力坝下列说法错误的是？（分数：1分）A.可坝顶溢流或坝身设置泄水孔泄洪B.受扬压力影响较大C.施工期间可以利用坝体导流D.对地质条件的要求比土石坝低正确答案：D20、将土石坝施工中的碾压技术应用到混凝土坝中的是？（分数：1分）A.宽缝重力坝B.碾压混凝土重力坝C.空腹重力坝 专业好文档D.实体重力坝正确答案：B21、下列符号数字表示混凝土抗冻性的是？（分数：1分）A.C20B.W4C.F150D.R250正确答案：C22、泄水重力坝的消能工型式中通过水跃消能的是？（分数：1分）A.底流消能B.挑流消能C.面流消能D.消力戽正确答案：A23、应用最广最简便，也是重力坝设计规范中规定采用的应力分析方法是？（分数：1分）A.模型试验法B.材料力学法C.弹性理论的解析法D.弹性理论的差分法正确答案：B24、下列混凝土重力坝荷载组合不属于基本组合的是？（分数：1分）A.正常蓄水位情况B.设计洪水位情况C.校核洪水位情况D.冰冻情况正确答案：C二、多项选择题25、采用材料力学法计算坝体应力时的基本假定有？（分数：2分）A.坝体混凝土为各向异性的弹塑性材料B.坝体混凝土为各向同性的弹性材料C.视坝段为固接于地基上的悬臂梁，不考虑地基变形对坝体应力的影响D.各坝段之间相互影响，通过横缝传递力E.坝体水平截面上的正应力按直线分布，不考虑廊道等对坝体应力的影响正确答案：BCE26、重力坝常用的消能工型式有？（分数：2分）A.跌流消能B.底流消能C.挑流消能D.面流消能E.消力戽消能正确答案：BCDE27、提高混凝土坝坝体抗滑稳定性的工程措施有？（分数：2分）A.利用水重B.开挖坝基时，使坝基面倾向下游C.设置齿墙D.抽水措施E.纵缝灌浆正确答案：ACD28、重力坝坝基帷幕灌浆的目的是？（分数：2分）A.提高基岩的整体性B.降低坝底渗流压力 专业好文档C.防止坝基产生机械或化学管涌D.提高基岩的强度E.减少坝基渗流量正确答案：BCE29、下列作用在坝体上的荷载，按其性质划分，属于基本荷载的为？（分数：2分）A.正常蓄水位时的静水压力B.校核洪水位时的静水压力C.坝体及其上固定设备的自重D.泥沙压力E.地震作用正确答案：ACD30、重力坝坝基固结灌浆的目的是？（分数：2分）A.提高基岩的整体性和强度B.降低地基的透水性C.防止坝基内产生机械或化学管涌D.降低坝底渗流压力E.减少坝基渗流量正确答案：AB31、重力坝坝体因素各部位的工作条件不同，对混凝土的性能要求也不同，其中上、下游最低水位以下坝体表层混凝土的主要控制为？（分数：2分）A.抗裂B.抗渗C.抗冻D.抗冲刷E.抗侵蚀正确答案：AB一、单项选择题1、在宽高比（L/H）较小的深切河谷宜修建？（分数：1分）A.薄拱坝B.中厚拱坝C.重力拱坝D.拱形重力坝正确答案：A2、拱坝最可能发生的破坏型式是？（分数：1分）A.坝体开裂B.坝基渗漏C.整体失稳D.坝肩失稳正确答案：D3、下列哪种应力分析方法是将拱坝视为若干各自独立、互不影响的水平拱圈所组成？（分数：1分）A.纯拱法B.拱梁法分载法C.有限元法D.结构模型试验正确答案：A4、河谷的形状特征常用宽高比表示，在宽高比小于1.5的深切河谷适宜修建？（分数：1分）A.薄拱坝B.中厚拱坝C.重力拱坝D.拱形重力坝正确答案：A5、河谷的形状特征常用宽高比表示，在宽高比=1.5～3.0的稍宽河谷适宜修建？（分数：1分）A.薄拱坝B.中厚拱坝C.重力拱坝D.拱形重力坝正确答案：B6、在宽高比（L/H）＞3.0～4.5的宽河谷宜修建？（分数：1分）A.薄拱坝B.中厚拱坝C.重力拱坝D.拱形重力坝正确答案：C7、拱坝的稳定主要依靠？（分数：1分）A.坝体自重B.坝基固结C.拱端反力D.温度作用正确答案：C8、下列坝型中超载能力最强的是？（分数：1分）A.重力坝B.拱坝C.土石坝D.面板堆石坝正确答案：B9、在拱坝中，坝高超过多少米为高坝？（分数：1分）A.30B.50C.70D.100正确答案：C 专业好文档10、拱坝布置中尽量使坝轴线与基岩等高线在拱端处的夹角不小于？（分数：1分）A.30°B.45°C.60°D.90°正确答案：A11、拱坝拱座抗滑稳定的计算主要以什么方法为主？（分数：1分）A.抗剪强度公式B.抗剪断公式C.刚体极限平衡法D.有限元法正确答案：C12、下列哪种泄洪方式是拱坝特有的？（分数：1分）A.鼻坎挑流式B.坝身泄水孔式C.滑雪道式D.坝顶溢流式正确答案：C13、泄流过坝后向心集中是哪种坝泄水的特点？（分数：1分）A.重力坝B.拱坝C.土石坝D.水闸正确答案：B二、多项选择题14、碾压混凝土拱坝与碾压混凝土重力坝在设计方面最大的区别在于？（分数：2分）A.体形设计B.稳定分析C.应力分析D.坝体接缝设计E.坝体防渗正确答案：CD15、作用于拱坝上水平拱圈的荷载包括？（分数：2分）A.自重B.水平水压力C.浪压力D.扬压力E.泥沙压力正确答案：BCE16、工程中常用的拱坝应力分析方法有？（分数：2分）A.材料力学法B.纯拱法C.拱梁分载法D.弹性力学法E.有限元法正确答案：BCE17、拱坝坝体温度低于封拱温度时，即温降时对坝体应力及坝肩稳定的影响是？（分数：2分）A.对坝体应力不利B.对坝体应力有利C.对坝肩稳定不利D.对坝肩稳定有利E.无任何影响正确答案：AD18、拱坝坝体温度高于封拱温度时，即温升时对坝体应力及坝肩稳定的影响是？A.对坝体应力不利B.对坝体应力有利C.对坝肩稳定不利D.对坝肩稳定有利E.无任何影响正确答案：BC一、单项选择题1、下列坝型中适应地基变形的能力较强的是？（分数：1分）A.重力坝B.土石坝C.水闸D.拱坝正确答案：B2、反滤层一般是由1~3层不同粒径的砂、砾、卵石和碎石构成，每层粒径按渗流方向逐层的变化为？（分数：1分）A.增大B.减小C.不变D.加密正确答案：A3、发生管涌或流土的条件主要取决于渗透坡降和下列哪项？（分数：1分）A.土的颗粒组成B.上下游水位差C.反滤层的设置D.排水体的设置正确答案：A4、在渗流作用下，土中的细颗粒由骨架孔隙通道中被带走而流失的现象称为？A.管涌B.流土C.接触冲刷D.接触流土正确答案：A5、土石坝排水设施中，不能降低浸润线的基本型式是？（分数：1分）A.棱体排水B.贴坡排水C.褥垫式排水D.综合式排水正确答案：B6、土石坝是否产生渗透变形破坏，主要取决于？（分数：1分）A.渗透流速的大小和土料的组成B.渗透坡降的大小和土料的组成C.渗透流速的大小和浸润线的位置D.渗透坡降的大小和浸润线的位置正确答案：B7、一般采用可灌比值M来评价砂砾石坝基的可灌性，当M=5～10则坝基的可灌性如何？A.不可灌B.可灌性差C.可灌水泥黏土浆D.可灌水泥浆正确答案：B8、土石坝不利变形引起的纵向裂缝多发生在哪个部位？（分数：1分）A.坝顶和坝坡中部B.坝坡底部C.坝肩附近D.坝体内部正确答案：A9、发生管涌或流土的条件主要取决于土的颗粒组成和下列哪种条件？（分数：1分）A.渗透坡降B.上下游水位差C.反滤层的设置D.排水体的设置正确答案：A10、均质坝的防渗体型式是？（分数：1分） 专业好文档A.心墙B.斜墙C.坝体本身D.面板正确答案：C11、下列不属于垂直防渗设施的是？（分数：1分）A.铺盖B.截水槽C.防渗墙D.帷幕灌浆正确答案：A12、同一坝体，同一工况下毕肖普法计算的安全系数与瑞典圆弧法计算的结果相比较如何？A.大于B.小于C.等于D.两者无关正确答案：A13、中、低高度的均质坝，其平均坡率约为？（分数：1分）A.1:2B.1:2.5C.1:3.0D.1:3.5正确答案：C14、下列关于排水体说法正确的是？（分数：1分）A.棱体排水可以减低浸润线B.棱体排水不能减少渗透量C.贴坡排水可以减低浸润线D.贴坡排水可以减少渗透量正确答案：A15、砂砾石地基处理的主要任务是？（分数：1分）A.提高地基强度B.减小地基变形C.控制渗流D.提高地基承载力正确答案：C16、下列可以表示非粘性土料的压实程度？（分数：1分）A.压实度B.相对密实度C.最优含水率D.干密度正确答案：B17、一般坝顶不能溢流的是？（分数：1分）A.重力坝B.拱坝C.浆砌石坝D.土石坝正确答案：D18、在单一的非黏性土层中，最容易发生的渗流变形是？（分数：1分）A.管涌B.流土C.接触冲刷D.接触流土正确答案：A19、土石坝不利变形引起的横向裂缝多发生在哪个部位？（分数：1分）A.坝顶B.坝坡中部C.坝肩附近D.坝体内部正确答案：C二、多项选择题20、土石坝渗流分析的内容包括？（分数：2分）A.确定浸润线及下游溢出点位置B.确定渗流流速C.确定渗流比降D.确定渗流量E.确定坝体边坡稳定正确答案：ABCD21、土石坝渗流变形的型式有？（分数：2分）A.管涌B.流土C.接触流土D.接触冲刷E.滑动破坏正确答案：ABCD22、土石坝按土质防渗体在坝断面中所处的部位不同可分为？（分数：2分）A.心墙坝B.斜心墙坝C.斜墙坝D.均质坝E.堆石坝正确答案：ABC一、单项选择题1、用于分隔闸孔和支撑闸门、胸墙、工作桥、交通桥等上部结构的是？（分数：1分）A.闸墩B.底板C.翼墙D.护坦正确答案：A2、对于相对紧密度Dr＞0.5的非黏性土地基，水闸的底板结构设计可采用？A.直线法B.反力直线分布法C.倒置梁法D.弹性地基梁法正确答案：D3、当砂性土地基的标准贯入击数多少时，直接在天然地基上建闸，不需要进行处理？（分数：1分）A.大于5B.小于5C.大于8D.小于8正确答案：C4、关于水闸的铺盖，下列说法错误的是？（分数：1分）A.可以延长渗径B.应具有相对的不透水性C.具有防冲作用D.长度一般为上、下游最大水头的3～5倍正确答案：C5、下列不属于水闸与两岸的连接建筑的是？（分数：1分）A.边墩B.翼墙C.护岸D.刺墙正确答案：C6、水闸由于水头低，下游水位变幅大，故常用的消能方式为？（分数：1分）A.挑流式消能B.底流式消能C.面流式消能D.消力戽消能正确答案：B7、对于相对紧密度Dr≤0.5的非黏性土地基，水闸的底板结构设计可采用？ 专业好文档A.直线法B.反力直线分布法C.弹性地基梁法D.倒置梁法正确答案：B8、下列不属于水闸设计中地下轮廓线内容的是？（分数：1分）A.不透水的铺盖B.闸室底板C.板桩D.消力池正确答案：D9、水闸是一种具有什么作用的低水头水工建筑物？（分数：1分）A.挡水B.泄水C.挡水和泄水D.输水正确答案：C10、进水闸的中心线与河道中心线的夹角不宜超过？（分数：1分）A.30°B.45°C.60°D.90°正确答案：A11、闸墩结构计算常用的方法是？（分数：1分）A.弹性地基梁法B.反力直线分布法C.材料力学法D.倒置梁法正确答案：C12、闸基防渗长度L应满足？（分数：1分）A.L≤C•ΔHB.L≥C•ΔHC.L≤K•ΔHD.L≥K•ΔH正确答案：B13、水闸边墩的高度小于6m，用哪种形式的挡土墙较合适？（分数：1分）A.重力式B.悬臂式C.扶壁式D.空箱式正确答案：A14、当黏性土地基的标准贯入击数多少时，直接在天然地基上建闸，不需要进行处理？A.大于5B.小于5C.大于8D.小于8正确答案：A15、具有双向挡水的水闸是？（分数：1分）A.节制闸和进水闸B.分洪闸和挡潮闸C.排水闸和挡潮闸D.排水闸和冲沙闸正确答案：C16、水闸下游常用的消能方式为？（分数：1分）A.底流消能B.挑流消能C.面流消能D.消力戽正确答案：A17、过堰水流约转90度后，再经泄槽泄入下游的岸边溢洪道称为？（分数：1分）A.正槽溢洪道B.侧槽溢洪道C.井式溢洪道D.虹吸溢洪道正确答案：B18、开敞式溢洪道的泄流能力与水头H的多少次方成正比？（分数：1分）A.1/2B.3/2C.2D.2/3正确答案：B19、关于正槽式溢洪道，下列说法错误的是？（分数：1分）正确答案：AA.溢流堰轴线与泄槽轴线接近平行B.过堰水流流向与泄槽轴线方向一致C.引水渠的渠底可做成平底或不大的逆坡D.实用堰的流量系数比宽顶堰大二、多项选择题20、水闸组成部分中具有消能、防冲作用的是？（分数：2分）A.防冲槽B.铺盖C.消力池D.海漫E.翼墙和护坡正确答案：ACDE21、水闸设计中地下轮廓线包括下列哪些内容？（分数：2分）A.不透水的铺盖B.闸室底板C.板桩D.海漫E.消力池正确答案：ABC一、单项选择题1、有压隧洞多采取什么断面型式？（分数：1分）A.圆形B.马蹄形C.城门洞形D.矩形正确答案：A2、工作闸门的工作条件为？（分数：1分）A.静水中启闭B.动水中启闭C.静水中开启，动水中关闭D.静水中关闭，动水中开启正确答案：B3、下列哪个荷载不是作用在水工隧洞衬砌上?（分数：1分）A.围岩压力B.弹性抗力C.内水压力D.灌浆压力正确答案：B4、当渠道与山谷、河流、道路相交，为连接渠道而设置的过水桥称为?（分数：1分）A.渡槽B.倒虹吸C.涵洞D.跌水正确答案：A5、工作闸门布置在什么位置的为有压隧洞？（分数：1分）A.进口B.出口C.洞身D.中部正确答案：B 专业好文档6、事故闸门的工作条件为？（分数：1分）A.静水中启闭B.动水中启闭C.静水中开启，动水中关闭D.静水中关闭，动水中开启正确答案：C7、对于圆形断面隧洞，为了充分利用围岩的弹性抗力，围岩厚度应超过几倍开挖洞径？（分数：1分）A.2B.3C.4D.5正确答案：B8、无压隧洞的纵坡应（）临界坡度？（分数：1分）A.大于B.等于C.小于D.两者无关答案：A9、为了填充衬砌与围岩之间的空隙，使之结合紧密而进行的隧洞灌浆为？（分数：1分）A.固结灌浆B.回填灌浆C.帷幕灌浆D.接触灌浆正确答案：B10、关于隧洞洞线选择，不正确说法是？（分数：1分）A.洞线要与岩层层面、构造破碎带及节理面有较大交角B.洞线应与最大水平地应力方向有较大夹角C.对低流速的无压隧洞，转弯半径不宜小于5倍洞径或洞宽D.对低流速的有压隧洞，转弯半径不宜小于3倍洞径或洞宽正确答案：B11、隧洞洞身的哪种衬砌为不受力衬砌？（分数：1分）A.平整衬砌B.喷锚衬砌C.预应力衬砌D.单层衬砌正确答案：A12、水工隧洞的回填灌浆的目的是？（分数：1分）A.加固围岩，提高围岩的整体性B.保证围岩的弹性抗力C.充填衬砌与围岩之间的空隙，使之结合紧密D.减小外水压力正确答案：C13、当有侧向围岩压力时，无压隧洞常采用哪种断面？（分数：1分）A.城门洞形B.马蹄形C.圆形D.矩形正确答案：B14、渠道与山谷、河流、道路、山岭等相交时，可以考虑修建的交叉建筑物，下列不属于交叉建筑物的有？（分数：1分）A.渡槽B.倒虹吸C.涵洞D.跌水正确答案：D15、当流速较低、通气良好时，无压隧洞要求净空不小于洞身断面面积的多少？（分数：1分）A.10%B.15%C.20%D.25%正确答案：B16、当渠道通过地面坡度较陡的地段或天然陡坎时，可修建？（分数：1分）A.交叉建筑物B.落差建筑物C.泄水建筑物D.配水建筑物正确答案：B二、多项选择题17、隧洞衬砌的作用包括？（分数：2分）A.限制围岩变形，保证围岩稳定B.防止渗漏C.承受围岩压力、内水压力D.增大隧洞表面糙率E.保护岩石免受水流、空气等冲蚀破坏作用正确答案：ABCE18、工作闸门的工作条件为？（分数：2分）A.静水中开启B.静水中关闭C.动水中开启D.动水中关闭E.与水流流态无关正确答案：CD19、水工隧洞按洞内的水流流态可分为？（分数：2分）A.有压隧洞B.无压隧洞C.引水隧洞D.供水隧洞E.导流隧洞正确答案：AB20、水工隧洞按进水口的布置及结构型式分为（分数：2分）A.竖井式B.塔式C.岸塔式D.斜坡式E.龙抬头式正确答案：ABCD三、填空1、重力坝地基处理的主要任务是（防渗）和提高基岩的强度和整体性。 专业好文档2、水库的总库容大于（10）亿m³，工程等级为一等工程。3、拱坝坝址处河谷形状特征常用（宽高比）来表示。4、土石坝常见的坝体排水型式有（棱体）排水、贴坡排水和坝内排水。5、常用的闸基渗流计算方法有（流网法）、改进的阻力系数法、直线法和电拟实验法。6、反滤层的作用是（滤土排水）。7、正槽溢洪道常由引水渠、（控制段）、泄槽、出口消能段和尾水渠组成。8、水闸底板结构计算常用方法有（弹性地基梁法）、反力直线分布法和倒置梁法。9、拱坝最常见的失稳是坝肩岩体在（拱端推力）作用下发生的滑动失稳。10、按隧洞内的水流流态，水工隧洞可分为有压隧洞和（无压）隧洞。1、水利水电工程按其工程（规模）、效益和在国民经济中的重要性分为五等。2、重力坝的基本剖面是指在主要荷载作用下，满足稳定和强度要求，并使工程量最小的（三角形）剖面。3、扬压力包括上浮力和（渗透压力）两个力。4、重力坝按其结构型式分类，可分为实体重力坝、(宽缝)重力坝和空腹重力坝三种。5、拱坝的厚薄程度常用：厚高比来表示。6、反滤层每层粒径随渗流方向而(增大)。7、砂砾石地基上的土石坝，其地基处理中垂直防渗设施型式有黏性土截水槽、混凝土防和(帷幕灌浆)等。8、水闸底板结构计算常用方法有弹性的地基梁法、反力直线分布法和(倒置梁)法。9、按照闸墩与底板的连接方式，闸底板可分为整体式底板和(分离式)底板两种。10、渡槽按其支撑结构的型式可分为梁式渡槽和拱式渡槽两大类。1、水利工程的任务是除害和(兴利)。2、重力坝抗滑稳定性分析的目的是核算坝体沿坝基面或沿基内部缓倾角软弱结构面抗滑稳定的(安全度)。3、重力坝的裂缝多由于(温度应力)引起。4、拱坝的应力分析方法有纯拱法、(拱梁分截)法、有限元法、壳体理论法和结构模型试验法。5、在渗流作用下，土中的细颗粒由骨架孔隙通道中被带走而流失的现象称为：管涌。6、非黏性土料的压实程度一般用（相对密度)确定。7、正槽溢洪道常有引水渠、控制段、泄槽、（出口消能）段和尾水渠组成。8、宽顶堰流量系数比实用堰（小）。9、渡槽按其支撑结构的型式可分为（梁式）渡槽和拱式渡槽两大类。10、渠道与河谷、河流、道路、山岭等相交时所修建的建筑物称为（交叉）建筑物。1、重力坝的基本剖面是指在主要荷载作用下，满足稳定和（强度）要求，并使工程量最小的三角形剖面。2、泄水重力坝泄水方式有（坝顶溢流）和坝身泄水孔泄水。3、拱坝最常见的失稳是坝肩岩体在拱端推力作用下发生的（滑动）失稳。4、在一般情况下，温降对拱坝坝体应力（不利）。5、土石坝中反滤层的作用是（滤土排水）。6、砂砾石地基处理中垂直防渗设施型式有黏性土（截水槽）、混凝土防渗墙和帷幕灌浆等。7、土石坝的内部裂缝主要是由坝基和坝体的（不均匀沉降）引起。8、水闸底板结构计算常用方法有（弹性地基梁）法、反力直线分布法和倒置梁法。9、某矩形渗透区域，其透水层厚度为8m，渗流段长度为10m,其阻力系数为（1.25）。10、渡槽由进口段、槽身、出口段和（支撑结构）等部分组成。 专业好文档1、重力坝按筑坝材料可分为混凝土重力坝和（浆砌石）重力坝。2、重力坝的裂缝多由于温度应力引起，可分为（贯穿）性裂缝和表面裂缝两类。3、F200表示的是坝体混凝土的（抗冻）等级。4、在一般情况下，温升对拱坝坝肩岩体稳定（不利）。5、判断拱坝坝肩岩体稳定性的最常用方法是（刚体极限平衡法）。6、适用于基岩比较坚固的中、高水头的泄水建筑物的消能方式是（挑流消能）。7、土体的渗流变形的类型主要决定于细粒土的含量，同时和土的密实程度和(孔隙率）有关。8、水闸按闸室结构型式可分为（开敞）式、胸墙式及涵洞式等。9、黏性土的填筑标准以压实度和（最优含水率）作为设计控制指标。10、水工隧洞出口的消能方式大多采用底流消能和（挑流）消能。四、名词解释1、扬压力答：扬压力包括上浮力及渗流压力。上浮力是由坝体下游水深产生的浮托力，渗流压力是在上、下游水位差作用下，水流通过基岩节理、裂缝而产生的向上的静水压力。2、平压管答：为了减小检修闸门的启门力，在检修闸门和工作闸门之间设置与水库连通的管道。3、双曲拱坝答：水平和竖直向都有曲率的拱坝成为双曲拱坝。4、防渗长度答：不透水的铺盖、板桩及底板与地基的接触线，是闸基渗流的第一根流线，称为地下轮廓线，其长度称为防渗长度。5、弹性抗力答：弹性抗力是衬砌受力朝向围岩变形，围岩对衬砌呈现的一种被动抗力。1、水利枢纽答：为了满足防洪要求，获得灌溉、发电、供水等方面的效益，需要在河流的适宜地段修建不同类型的建筑物，用来控制盒分配水流，这些建筑物统称为水工建筑物，而不同类型水工建筑物组成的综合体称为水利枢纽。2、通气孔答：当工作闸门布置在进口，提闸泄水时，为防止门后的空气被水流带走形成负压，在工作闸门后需要设置通气孔；当在向两道闸门之间充水时，需将空气排出，也需在检修闸门后设置通气孔。3、管涌答：指在渗流作用下，土中的细颗粒由骨架孔隙通道中被带走而流失的现象称为管涌。4、地下轮廓线答：不透水的铺盖、板桩及底板与地基的接触线，是闸基渗流的第一根流线，称为地下轮廓线。5、侧槽溢洪道答：是岸边溢洪道的一种型式，一般由溢洪堰、侧槽、泄水道和出口消能段等部分组成。溢流堰大致沿河岸等高线布置，水流经过溢流堰泄入与堰大致平行的侧槽后，在槽内转向约90°，再经泄槽或泄水隧洞流入下游。1、水工建筑物答：为了满足防洪要求，获得灌溉、发电、供水等方面的效益，需要在河流适宜地段修建不同类型的建筑物，用来控制和分配水流，这些建筑物统称为水工建筑物。2帷幕灌浆 专业好文档答：目的是降低坝底渗流压力，防止坝基内产生机械或化学管涌，减少坝基渗流量。3、空蚀答：当低压的空化水流经下游高压区时，空泡遭受压缩而溃灭，由于溃灭时间极为短暂，会产生一个很高的局部冲击力，若空泡溃灭发生在靠近过水坝面，局部冲击力大于材料的内聚力时，可使坝面遭受破坏，这种现象称为空蚀。4、反滤层答：反滤层的作用是滤土排水，防止水工建筑物在渗流逸出处遭受管涌、流土等渗流变形的破坏以及不同土层界面处的接触冲刷。5、围岩压力答：围岩压力也称山岩压力，是隧洞开挖后因围岩变形或塌落作用在支护上的压力。1、宽缝重力坝答：为了充分利用混凝土的抗压强度，将实体重力坝横缝的中下部拓宽成具有空腹的重力坝称为宽缝重力坝。2、固结灌浆答：目的是提高基岩的整体性和强度，降低地基的透水性。固结灌浆孔一般布置在应力较大的坝踵和坝址附近，以及节理裂隙发育和破碎带范围内。3、流土答：指在向上渗流作用下，表层局部土体被顶起或是粗细颗粒群发生浮动而流失的现象。4、正槽溢洪道答：正槽溢洪道通常由引水渠、控制段、泄槽、出口消能段及尾水渠等部分组成，溢流堰轴线与泄槽轴线接近正交，过堰水流流向与泄槽轴线方向一致。5、整体式闸底板答：横缝设在闸墩中间，闸墩与底板连在一起的，称为整体式闸底板。1、输水建筑物答：为满足灌溉、发电和供水的需要，从上游向下游输水用的建筑物，如引水隧洞、引水涵管、渠道、渡槽等。2、空腹重力坝答：坝体内沿坝轴线方向设有较大空腹的重力坝，称为空腹重力坝。3、不平衡剪力答：水闸由于底板上的荷载在顺水流流向是有突变的，而地基反力是连续变化的，所以作用在单宽板条及墩条上的力是不平衡的，即在板条及墩条的两侧必然作用有剪切Q1及Q2，并由Q1及Q2的差值来维持板条及墩条上力的平衡，差值△=Q1—Q2称为不平衡力。4、回填灌浆答：是为了充填衬砌与围岩之间的空隙，使之紧密结合，共同受力，以发挥围岩的弹性抗力作用，并减少渗漏。5、渡槽答：当渠道与山谷、河流、道路交叉，为连接渠道而设置的过水桥，称为渡槽。五、简答题1、简述重力坝应力分析中材料力学方法的基本假定是什么？答：（1）坝体混凝土为均质、连续、各向同性的弹性材料。（2）视坝段为固结于地基上的悬臂梁，不考虑地基变形对坝体应力的影响，并认为各坝段独立工作，横缝不传力。（3）假定坝体水平截面上的铅直正应力按直线分布，不考虑廊道等对坝体应力的影响。2、简述用拱梁分载法进行拱坝应力分析的基本原理？ 专业好文档答：拱梁分载法是将拱坝视为由若干水平拱圈和竖直悬臂梁组成的空间结构，坝体承受的荷载一部分由拱系承担，一部分由梁系承担，拱和梁的荷载分配由拱系和梁系在各交点处变位一致条件决定。荷载分配后，梁按静定结构计算应力，拱按纯拱法计算应力。2、简述土石坝的各构造组成及其作用？答：土石坝主要由坝身、防渗体、坝顶和坝坡、坝体排水和反滤层等部分组成。坝身的主要作用是提供满足抗渗和稳定要求的基本剖面。防渗体的作用是控制坝体内浸润线的位置，并保持渗流稳定。坝顶的作用是：保护防渗体坝顶部，防止干裂和雨水冲蚀。坝坡上游坝坡作用是：经受波浪淘刷、冰层和漂浮物的撞击等；下游坝坡要防止雨水、大风、尾水部位的风浪、冰层和水流的损害以及动物、冻胀干裂等破坏。排水的作用是：控制和引导渗流，降低浸润线，加速孔隙水压消散，以增强坝的稳定，并保护下游坝坡免遭冻胀破坏。反滤层则是保护渗流出口，防止坝体和坝基发生管涌、流土等渗流变形。4、简述水闸的各组成部分？答：水闸一般由上游连接段、闸室段和下游连接段三部分组成。（1）闸室段是水闸的主体，包括：闸门、闸墩、边墩（岸墙）、底板、胸墙、工作桥、检修便桥、交通桥、启闭机等。（2）上游连接段包括：在两岸设置的翼墙和护坡，在河床设置的防冲槽、护底及铺盖等。（3）下游连接段包括：消力池、护坦、海漫、防冲槽、两岸翼墙、护坡等。5、简述水工隧洞衬砌有何作用？答：（1）限制围岩变形，保证围岩稳定；（2）承受围岩压力，内水压力等荷载；（3）防止渗漏；（4）保护岩石免受水流、空气、温度和干湿变化等的冲蚀破坏作用；（5）减小表面糙率。1、简述溢流重力坝常用的消能方式有哪几种？各适用于何种条件？答案：（1）底流消能：多用于中、低水头，土石方开挖量和混凝土方量较大，工程造价较高：（2）挑流消能：适用于基岩比较坚固的中、高水头各类泄水建筑物。（3）面流消能：适用于下游尾水位较深、流量变化范围较小、水位变幅不大，或有排冰、漂木要求的情况。（4）消力戽：适用于尾水较深、变幅较小、无航运要求，且下游河床和两岸抗冲能力较强的情况。2、简述重力坝坝身泄水孔有哪些作用？答：（1）宣泄部分洪水；（2）预泄库水，增大水库的调蓄能力；（3）放空水库以便检修；（4）排放泥沙，减少水库淤积；（5）随时间下游放水，满足航运或灌溉等要求；(6)施工导流3、简述温度荷载对拱坝的应力和坝肩岩体的稳定有何影响？答：封拱后，拱坝形成整体，当坝体温度低于封拱温度时，坝轴线收缩，使坝体向下游变位，由此产生的弯矩和剪力的方向与水压作用所产生的相同，但轴力方向相反。当坝体温度高于封拱温度时，坝轴线伸长，使坝体向上游变位，由此产生的弯矩和剪力的方向与水压力产生相反，但轴力方向相同。因此一般情况下，温降对坝体应力不利，温升将使拱端推力加大，对坝肩岩体稳定不利。4、简述土石坝常见的滑动破坏型式有哪些？ 专业好文档答案：（1）曲线滑动面，当滑动面通过粘性土部位时，其形状通常为一项部陡而底部渐缓的曲面，在稳定分析中多以圆弧代替。（2）折线滑动面，多发生在无粘性土的坝坡中。如心墙坝的上下游坝坡、斜墙坝的下游坝坡、斜墙的上游保护层、保护层连同斜墙和坝基中有软弱夹层的滑动等。（3）复式滑动面，当坝基内有软弱夹层时，因其抗剪强度低，滑动面不再往下深切，而是沿该夹层成曲、直面组合的复合滑动面。1、简述水工建筑物的类别？答：（1）挡水建筑物（2）泄水建筑物（3）输水建筑物（4）取（进）水建筑物（5）整治建筑物（6）专门建筑物2、简述重力坝地基处理中固结灌浆和帷幕灌浆的目的？答：固结灌浆的目的是：提高基岩的整体性和强度，降低地基的透水性。帷幕灌浆的目的是：降低坝底渗流压力，防止坝基内产生机械或化学管涌，减小坝基渗流流量。3、简述拱坝坝身泄水的方式？答：（1）自由跌流式（2）鼻坎挑流式（3）滑雪道式（4）坝身泄水孔式4、简述提高闸室抗滑稳定措施有哪些？答：（1）增加铺盖长度或帷幕灌浆的深度，或在不影响抗渗稳定的前提下，将排水设施向水闸底板靠近，以减小作用在底板上的渗透压力；（2）利用上游钢筋混凝土铺盖作为阻滑板；（3）将闸门位置略向下游一侧移动，或将水闸底板向上游一侧加长，以便多利用一部分水重；（4)增加闸室底板的齿墙深度；（5）增设钢筋混凝土抗滑桩或预应力锚固结构。5、简述水工隧洞的功用？答：（1）配合溢洪道泄洪水，有时也可作为主要泄洪建筑物之用；（2）引水发电，或为灌溉、供水、航运和生态输水；（3）排放水库泥沙，延长水库使用年限，有利于水电站等的正常运行；（4）放空水库，用于人防或检修建筑物；（5）在水利枢纽施工期用来导流。1、简述重力坝的工作原理？答：重力坝在水压力及其他荷载作用下，主要依靠坝体自重产生的抗滑来满足稳定要求；同时依靠坝体自重产生的压力来抵消由于水压力引起的拉应力，以满足强度要求。2、简述重力坝的设计内容？答：重力坝设计包括以下主要内容：（1）剖面设计（2）稳定分析（3)应力分析（4）构造设计（5）地基处理（6）溢流重力坝和泄水孔的孔口设计（7）监测设计3、简述土石坝发生渗透变形型式和防止渗透变形的工程措施各有哪些？答：渗透变形的类型有管涌、流土、接触冲刷、接触流土。防止渗透变形的工程措施有以下几种：（1）设置防渗设施；（2）设置排水沟或减压井；（3）设置反滤层。4、简述砂性土地基和粘性土地基下轮廓线的布置有何不同。答：（1）粘性土地基在布置地下轮廓时，主要考虑如何降低低闸底渗透压力，以提高闸室的稳定性。为此，在闸室上游设施水平防渗，而将排水设施布置在闸底板下游段或消力池底板下。粘性土地基一般不用板桩。（2） 专业好文档砂性土闸基地在布置地下轮廓线时应以防止渗透变形和减小渗漏为主，对砂层很厚的地基，可采用铺盖与悬挂式板桩相结合，而将排水设施布置在消力池下面。5、简述渠系建筑物的分类？答：渠系建筑物按其作用可分为：（1）渠道。（2）调节及配水建筑物。（3）交叉建筑物。（4）落差建筑物。（5）泄水建筑物。（6）冲沙和沉沙建筑物。（7）量水建筑物1、简述水利水电工程分等和水工建筑物分级的依据？答：水利水电工程根据其工程规模、效益和在国民经济中的重要性分为五等。永久性水工建筑物和临时性水工建筑物根据其所属工程等别及其在工程中的作用和重要性划分为五级和三级。2、简述拱坝应力分析的方法？答：（1）纯拱法；（2）拱梁分载法；（3）有限元法；（4）壳体理论计算方法；（5）结构模型试验。3、简述土石坝渗流分析的目的和内容？答：渗流分析内容包括：1、确定坝体内浸润线及其下游逸出点的位置，绘制坝体及坝基内的等势线分布图或流网图；2、确定渗流的主要参数——渗流流速与比降；3、确定渗流流量。渗流分析的目的在于：1、渗流分析将土坝中各部分土的饱水状态的划分提供依据；2、确定对坝坡稳定有较重要影响的渗流作用力；3、进行坝体防渗布置与土料配置，根据坝体内部的渗流参数与渗流逸出比降，检验土体渗流稳定性，防止发生管涌和流土，在此基础上确定坝体及坝基中防渗体的尺寸和排水设施的容量和尺寸；4、确定通过坝和河岸的渗流量损失，并设计排水系统的容量，渗流分析可为坝型初选和坝坡稳定分析打下基础。4、简述侧槽溢洪道的优点？答：与正槽溢洪道相比较，侧槽溢洪道道具有以下优点：1、可以减少开挖工程量；2、能在开挖方量增加不多的情况下，适当加大溢流堰的长度，从而提高堰顶高程，增加兴利库容；3、使堰顶水头减少，减小淹没损失，非溢流坝的高度也可适当降低。5、简述砂砾石地基处理的目的及措施？答：砂砾石地基其地基承载力一般是足够的，而且压缩性不大。故在砂砾石地基上建坝主要考虑流量控制，做好防渗和排水。措施：（1）垂直防渗设施，包括粘性土截水槽、混凝土防渗墙、灌浆帷幕等；（2）上游水平防渗铺盖；（3）下游排水措施，包括水平排水层、排水沟、减压井、透水盖重等。这些设施可以单独使用，也可以综合使用。1、为什么要对混凝土重力坝的坝体混凝土进行分区？一般分为哪几个区？画图表示非溢流重力坝剖面的不同材料分区。答：坝体各部位的工作条件不同，对混凝土强度、抗渗、抗冲刷、抗裂等性能的要求也不同。为了节约与合理使用水泥，通常将坝体按不同部位和不同工作条件分区，采用不同强度等级的混凝土，Ⅰ-上下游水位以上坝体表层混凝土；Ⅱ-上下游水位变化区的坝体表层混凝土；Ⅲ-上下游最低水位以下坝体表层混凝土；Ⅳ-靠近地基的混凝土；Ⅴ-坝体内部混凝土；Ⅵ 专业好文档-有抗冲刷要求部位的混凝土，如溢流面、泄水孔、导墙和闸墩等。1、水工隧洞断面型式和断面尺寸如何确定？答：水工隧洞洞身断面型式取决于水流流态，地质条件、施工条件及运行要求等。按水流流态可分为无压隧洞和有压隧洞，其中无压隧洞主要的断面型式有：圆拱直墙形（城门洞形）断面，圆拱斜墙形断面，马蹄形断面，有压隧洞的主要断面型式为圆形断面。洞身断面尺寸根据运用要求、泄流量、作用水头及纵剖面布置，通过水力计算确定，有时还要进行水工模型试验验证，在确定隧洞断面尺寸时，还应考虑到洞内施工和检查维修等方面的需要，圆形剖面的内径不小于1.8m，非圆形洞的断面不小于1.5X1.8m。1.某重力坝基本剖面三角形顶点与坝顶齐平，坝顶宽度为5m,上游边坡n=0,下游边坡m=0.70，坝高30m，上游水深H1=25m，下游无水，坝基设帷幕灌浆与排水孔，排水中心线距上游坝面6m,扬压力折减系数a=0.25，地基与坝体间f=0.60，坝体容重γ=24KN/m3,水容重γ0=10KN/m3,不计浪压力，试按抗剪强度公式求沿坝基面抗滑稳定安全系数。答：抗剪强度公式：其中为接触面以上的总铅直力；为接触面以上的总水平力；U为作用在接触面上的扬压力；f为接触面间摩擦系数。取单宽坝段计算接触面以上的总铅直力：=7860KN由于下游无水，故扬压力等于渗透压力作用在接触面上的扬压力：U=1406.25KN接触面以上的总水平力：2、土石坝的稳定分析需要考虑的代表工况有哪些？答：（1）施工期（包括竣工时）。校核竣工剖面、施工拦洪剖面以及边施工、边蓄水过程的临时蓄水剖面上、下游坝坡的稳定。这种工况，粘性土坝坡和防渗体在填筑过程中产生的孔隙水压力一般来不及消散，将对坝坡稳定产生不利的影响。（2）稳定渗流期。校核两种工况下的上下游坝坡稳定：1、上游为正常蓄水位或设计洪水位至死水位之间的某一水位，下游为相应水位，属正常运用条件；2、上游为校核洪水位下游为相应水位，属非常运用条件Ⅰ。（3）水库水位降落期。校核两种工况下的上游坝坡稳定：1、水库水位处于正常蓄水位或设计洪水位与死水位之间的某一水位发生降落，或是抽水蓄能电站水库水位的经常性变化和降落，属正常运用条件；2、水库水位自校核洪水位降落至死水位以下或是水库以大流量快速泄空等，属非常运用条件Ⅰ。这种情况需要考虑不稳定渗流所形成的孔隙水压力的影响。（4）地震作用时。与正常运用条件的作用相组合验算上、下游坝坡的稳定，属非常运用条件Ⅱ。1、重力坝应力分析材料力学方法的基本假定是什么？采用材料力学法推导重力坝上游坝体边缘剪应力？ 专业好文档答：（1）坝体混凝土为均质、连续、各向同性的弹性材料。（2）视坝段为固结于地基上的悬臂梁，不考虑地基变形对坝体应力的影响，并认为各坝段独立工作，横缝不传力。（3）假定坝体水平截面的铅直正应力σy按直线分布，不考虑廊道等对坝体应力的影响。由上游坝面微分体，根据，可以解出：Pu---上游面水压力强度，n----上游坡率，σyu----坝踵处铅直正应力-τudy-σyudx+PudssinØ=02、土石坝主要由哪几部分组成？它们各自的作用是什么？答：土石坝主要由坝身、防渗体、坝顶和坝坡、坝体排水和反滤层等部分组成。坝身的主要作用是提供满足抗渗和稳定要求的基本剖面，对于均质坝来说，整个坝身都是防渗体。防渗体的作用是控制坝体内浸润线的位置，并保持渗流稳定。坝顶的作用是：保护防渗体顶部，防止干裂和雨水冲蚀；设防浪墙使其在汛期等特殊情况，仍可发挥挡水作用。坝坡上游坝坡作用是：经受波浪淘刷、冰层和漂浮物的撞击等；下游坝坡要防止雨水、大风、尾水部位的风浪、冰层和水流的损害以及动物、冻胀干裂等破坏。排水的作用是：控制和引导渗流，降低浸润线，加速孔隙水压力消散，以增强坝的稳定，并保护下游坝坡免遭冻胀破坏。反滤层则是保护渗流出口，防止坝体和坝基发生管涌、流土等渗流变形。1、试推导不透水地基上矩形土体的渗流量和侵润线方程。答：根据达西定律：V=KJK为渗流系数，J为比降，根据水力学方法的基本假定其中，H1为上游水深，H2为下游水深，L为渗流区长度。则平均过水断面面积：渗透流量：q=AV渗流场中任意一计算点至上游面距离为x,水深为y 专业好文档则浸润线方程为：1、论述水闸的组成部分及其作用？答案：水闸一般由上游连接段、闸室段和下游连接段三部分组成。（1）闸室段：是水闸的主体，包括：闸门、闸墩、边墩（岸墙）、底板、胸墙、工作桥、检修便桥、交通桥、启闭机等。闸门用来挡水和控制流量。闸墩用以分隔闸孔和支撑闸门、胸墙、工作桥、检修便桥。底板是闸室的基础，用以将闸室上部结构的重量及荷载传至地基，并兼有防渗和防冲的作用。工作桥、交通桥和检修便桥用来安装启闭设备、操作闸门和联系两岸交通。（2）上游连接段包括两岸的翼墙和护坡以及河床部分的铺盖，有时为保护河床免受冲刷，还加做冲植和护底。引导水流平顺地进入闸室，保护两岸及河床免遭冲刷并与闸室等共同构成防渗地下轮廓，确保在渗流水流作用下两岸和闸基的抗渗稳定性。（3）下游连接段闸水流均匀扩散，调整流速分布和减缓流速，防止水流出闸后对下游的冲刷。1、解释什么是阻力系数？试用改进的阻力系数法推导任一流段的水头损失为答：把渗流区段内流线的平均长度（L1)与透水层厚度（T）的比值，称为阻力系数（），值仅与渗流区的几何形状有关，它是渗流边界的函数。任一流段的单宽流量为q,则水头损失可表示为：(1)总水头H应为各段水头损失的总和，即（2)由该式可得：将（2）式代入（1）式，可得 专业好文档1、简述水工隧洞洞线选择的一般原则和要求？答：选择洞线的一般原则和要求为：（1)隧洞的线路应尽量避开不利的地质构造、围堰可能不稳定及地下水位高、渗流量丰富的地段以减少作用于衬砌上的围岩压力和外水压力；（2)洞线在平面上应力求短直，这样既可减小工程费用，方便施工，具有良好的水流条件；（3)隧洞应有一定的埋深度，包括洞顶堰盖厚度和傍山隧洞靠边坡一侧的岩体厚度；（4)隧洞的纵坡，应根据运用要求、上下游衔接、施工和检修等因素综合分析比较后确定；（5)对于长隧洞，选择洞线时还应注意利用地形。地址条件，布置一些施工支洞、斜井、竖井，以便增加工作面，有利于改善施工条件，加快施工进度。 专业好文档WingerTuivasa-Sheck,whoscoredtwotriesintheKiwis"20-18semi-finalwinoverEngland,hasbeenpassedfitafteralower-leginjury,whileSlaterhasbeennamedatfull-backbutisstillrecoveringfromakneeinjuryaggravatedagainstUSA.Bothsidesboast100%recordsheadingintotheencounterbutAustraliahavenotconcededatrysinceJoshCharnley"seffortintheirfirstpoolmatchagainstEnglandontheopeningday.AussiewingerJarrydHayneisthecompetition"stoptryscorerwithnine,closelyfollowedbyTuivasa-Sheckwitheight.ButitisrecentlynamedRugbyLeagueInternationalFederationplayeroftheyearSonnyBillWilliamswhohasattractedthemostinterestinthetournamentsofar.TheKiwi-withatournamenthigh17offloads-hasthechanceofbecomingthefirstplayertowintheWorldCupinbothrugbyleagueandrugbyunionaftertriumphingwiththeAllBlacksin2011."I"dgiveeveryawardbackinaheartbeatjusttogetacrossthelinethisweekend,"saidWilliams.The(lackof)airupthereWatchmCaymanIslands-basedWebb,theheadofFifa"santi-racismtaskforce,isinLondonfortheFootballAssociation"s150thanniversarycelebrationsandwillattendCity"sPremierLeaguematchatChelseaonSunday."IamgoingtobeatthematchtomorrowandIhaveaskedtomeetYayaToure,"hetoldBBCSport."Formeit"sabouthowhefeltandIwouldliketospeaktohimfirsttofindoutwhathisexperiencewas."Uefahas openeddisciplinaryproceedingsagainstCSKA forthe"racistbehaviouroftheirfans"during City"s2-1win.MichelPlatini,presidentofEuropeanfootball"sgoverningbody,hasalsoorderedanimmediateinvestigationintothereferee"sactions.CSKAsaidtheywere"surprisedanddisappointed"byToure"scomplaint.InastatementtheRussiansideadded:"WefoundnoracistinsultsfromfansofCSKA."Baumgartnerthedisappointingnews:Missionaborted.ThesupersonicdescentcouldhappenasearlyasSunda.Theweatherplaysanimportantroleinthismission.Startingattheground,conditionshavetobeverycalm--windslessthan2mph,withnoprecipitationorhumidityandlimitedcloudcover.Theballoon,withcapsuleattached,willmovethroughthelowerleveloftheatmosphere(thetroposphere)whereourday-to-dayweatherlives.ItwillclimbhigherthanthetipofMountEverest(5.5miles/8.85kilometers),driftingevenhigherthanthecruisingaltitudeofcommercialairliners(5.6miles/9.17kilometers)andintothestratosphere.Ashecrossestheboundarylayer(calledthetropopause),ecanexpectalotofturbulence.Theballoonwillslowlydrifttotheedgeofspaceat120,000feet(Then,Iwouldassume,hewillslowlystepoutontosomethingresemblinganOlympicdivingplatform.Theyblewitin2008whentheygotcaughtcoldinthefinalandtheywillnotmakethesamemistakeagainsttheKiwisinManchester.Fiveyearsagotheycruisedthroughtothefinalandsofarhistoryhasrepeateditselfhere-thelasttrytheyconcededwasscoredbyEngland"sJoshCharnleyintheopeninggameofthetournament.Thatcouldbeclassedasaweakness,ateamunder-cooked-butIhavebeenimpressedbytheKangaroos"focusintheirgamessincethen. 专业好文档Theyhavebeenconcentratingonthesortofstuffthatwinsyoutough,evencontests-strongdefence,especiallyontheirowngoal-line,completingsetsandagoodkick-chase.They"vebeengreatatalltheunglamorousstuffthatoftengoesunnoticedinthestandsbutnotbyyourteam-mates.Itisasthoughtheirentiretournamenthasbeenpreparationforthefinal.InJohnathanThurston,CooperCronk,CameronSmithandeitherBillySlaterorGregInglisatfull-backtheyhaveaspinethatisunmatchedinrugbyleague.Theyhaveplayedinsomanyhigh-pressuregames-apricelessassetgoingintoSaturday.TheKiwisarealotlessexperiencedbutwinningadramaticmatchliketheirsemi-finalagainstEnglandwilldowondersfortheirconfidence.TheydefeatedAustraliaintheFourNationsfinalin2010andthelastWorldCup,andknowtheycanrisetothebigoccasion.内部资料，请勿外传！ 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