2018年电大水工建筑物考试要点小抄

'专业好文档第一章第二章一、填空1.一般水工建筑物按用途可分为挡水建筑物、泄水建筑物、取（进）水建筑物、输水建筑物和整治建筑物五大类。2.水力发电的两个基本要素是 水能  、   落差   。3.水工建筑物按使用时间可分为    永久性水工建筑物   、 临时性水工建筑物   。4.专门水工建筑物按用途可分为水力发电建筑物、水运建筑物、农田水力建筑物、给水排水建筑物和过鱼建筑物大类。5.水利事业的范围很广，按目的和采用的工程措施可分为：防洪、农田水力、水力发电、水运、城市给水排水、水产养殖和水利环境保护七大相关部门。6.我国水资源总量为2.8万亿m3，在世界各国中居第_6___位。7.我国目前最主要的四大水问题分别是水资源短缺、洪滞灾害、水土流失和水污染。8.根据水利部颁布的规范《水利水电工程等级划分及洪水标准》（SL252-2000），将水利水电枢纽工程根据其工程规模、效益及在国民经济中的重要性划分为_五___等。9.根据水利部颁布的规范《水利水电工程等级划分及洪水标准》（SL252-2000），将枢纽工程中的永久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；将枢纽工程中的临时性水工建筑物划分为三级。10.根据2004年10月4日最新的普查结果，我国水力资源理论蕴藏量达到6.76亿千瓦。二、名词解释1、水利工程：是运用科学知识和技术手段，为满足社会兴水利除水害，防灾减灾的要求而修建的工程。2、水利枢纽：不同类型水工建筑物组成的综合体称为水利枢纽。3、水工建筑物：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，用来控制和分配水流，这些建筑物统称为水工建筑物。第三章 岩基上的重力坝习题一、填空题1.重力坝是指  用混凝土或石料等材料修筑，主要依靠坝体自重保持稳定的坝。其坝轴线一般为直线，垂直于坝轴线方向设 横缝 ，将坝体分成若干个坝段，每一个坝段相当于固接于地基上的  独立工作的坝段。 专业好文档2.坝高是指  坝基最低面至坝顶路面之间的高度。3.重力坝按坝高可分为  低坝、  中坝、  高坝三类；按泄水条件可分为  溢流重力坝、 非溢流重力坝  ；按坝体结构型式可分为实体重力坝 、  宽缝重力坝 、  预应力重力坝 、 空腹重力坝  和  装配式重力坝。4.重力坝承受的主要荷载是 自重 、  水压力 、  扬压力 这三项荷载，控制坝体剖面尺寸的主要指标是 稳定 、  强度  ，重力坝的基本剖面是  三角形。5.挑流消能一般适用于基岩较坚固的  中、高水头各类泄水建筑物  。挑射角度一般为20°～25°，若挑射角度加大，  挑射距离增大增大，且 冲刷坑  加深。6.非溢流坝的坝顶或防浪墙顶必须高出库水位，其高出库水位的高度为：△h=hL+hz+hc，其中hL表示   波高 ，hz表示雍高 ，hc表示   安全加高。7.按承载能力极限状态设计时，应考虑    和   两种作用效应组合。8.按正常使用极限状态设计时，应考虑   基本荷载和   特殊荷载两种作用效应组合。9.溢流坝既是 挡水建筑物，又是  泄水建筑物。因此，坝体剖面设计时除满足稳定和强度要求外，还要满足 防洪  的要求，同时要考虑下游的消能问题。10.溢流坝的溢流面曲线由顶部的  曲线段、中间的  直线段 、底部的 反弧段  组成。11.不设闸门时，溢流坝的坝顶高程等于水库的  正常蓄 水位。12.单宽流量的大小是溢流坝设计中一个很重要的控制指标。如果单宽流量越大，对 消能 不利，但对 枢纽布置  有利。13.闸墩的断面形状应使  水流平顺，减小水头损失，墩头的形状常用  半圆形、 椭圆形 、 三圆弧曲线 等。14.重力坝的泄水孔按其作用分为  宣泄孔、  预泄库水孔、  放空水库孔 、  排放泥沙孔、灌溉孔和放水孔。按水流的流态可分为 有压泄水孔 、 无压泄水孔 。15.重力坝的坝体防渗是采用     防渗帷幕 。16.工作闸门常在  动水中启闭，检修闸门在   静水中启闭，事故闸门常在  动水中快速关闭，在   静水中开启。17.通气孔的上端进口不允许设在  闸门启闭室内，自由通气孔的上端进口应高于   上游最高水位。18.重力坝坝体排水措施是：靠近上游坝面设置  排水管幕，其上下端与坝顶和廊道直通。坝基排水措施是  在防渗帷幕后设置排水孔幕 。 专业好文档19.坝体分缝的目的是： 防止大坝裂缝，满足施工的要求。常见的缝有：  纵缝、  横缝和施工缝。20.重力坝内的廊道的作用是  灌浆、  排水和观测、交通。廊道常分为：   坝基灌浆和  廊道检查和坝体排水廊道。21.坝基开挖时，应将  靠近坝基面的缓倾角软弱夹层挖除，直至新鲜坚固的基岩面。顺水流方向应开挖成  略向上游倾斜的锯齿状，垂直于水流方向应开挖成 台阶状 。22.按裂缝产生的原因，可分为塑性裂缝、干缩裂缝、温度裂缝、应力缝和施工缝。23.混凝土坝的渗漏处理的原则是     。24.支墩坝按其结构型式可分为   大头坝、  连拱坝 、  平板坝 三种。二、名词解释1、扬压力:扬压力包括渗流压力和上浮力。2、渗透压力：是在上、下游水位差作用下，水流通过基岩节理、裂隙而产生的向上的静水压力。3、浮托力：上浮力是由坝体下游水深产生的浮托力。4、固结灌浆：在浅孔低压灌注水泥浆对坝基进行加固处理的方法。5、帷幕灌浆：在靠近坝基上游侧，布置一排或几排深钻孔，利用高压灌浆充填基岩内的裂隙和空隙等渗流通道，形成一道相对密实的阻水帷幕。6、地震基本烈度：建筑物所在地区今后一定时期内可能遭遇的地震最大烈度，其超越的值在10%以内。7、地震设计烈度：抗震设计时采用的地震烈度。8、非溢流坝基本剖面：坝体在自重、静水压力（水位和坝顶齐平）和扬压力3项主要荷载作用下，满足稳定和强度要求，并使工程量最小的三角形剖面。9、重力坝承载能力极限状态：指坝体沿着坝基面或地基中的软弱结构面滑动和坝趾因超过筑坝材料抗压强度而破坏的临界状态。10、空化：在自然条件下，水体中含有很多很小的气核，当过坝水流中某点的压强降至饱和蒸汽压强时，气核迅速膨胀为小空泡，这种现象称为空化。11、重力坝正常使用极限状态：坝踵不出现拉应力。12、空蚀：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，可使坝面遭到破坏，这种现象称为空蚀。13、支墩坝：依靠重力维持稳定的挡水建筑物。 专业好文档第四章 拱坝习题一、填空题1.拱坝是一空间壳体结构，其坝体结构可近似看作由一系列凸向上游的_拱形__和一系列竖向上游凸出的曲线型所组成，坝体结构既有拱作用又有梁作用，因此具有双向传递荷载的特点。2.拱坝所承受的水平荷载一部分由__拱__的作用传至两岸岩体，另一部分通过_竖直梁__的作用传到坝底基岩，拱坝在外荷载作用下的稳定性主要是依靠_两端拱端__的反力作用，并不完全依靠坝体重量来维持稳定。这样就可以将拱坝设计得较薄。3.拱结构是一种推力结构，在外荷作用下内力主要为轴向压力，有利于发挥筑坝材料（混凝土或浆砌块石）的抗压强度。4.拱坝坝身不设_永久伸缩缝__，其周边通常是固接于基岩上，因而温度变化和岩基变形对坝体应力的影响较显著，设计时，必须考虑基岩变形，并将温度荷载作为一项主要荷载。5.拱坝理想的地形应是左右两岸对称，岸坡平顺无突变，在平面上向下游收缩的峡谷段。6.坝址处河谷形状特征常用河谷的宽度（L）及最大坝高（H）两个指标来表示。7.拱坝的厚薄程度，常以坝底最大厚度T和最大坝高H的比值，即厚高比来区分。8.拱坝理想的地质条件是；基岩均匀单一、完整稳定、强度大、刚度大、透水性小和耐风化等。9.拱坝按拱坝的曲率分单曲拱坝、双曲拱坝。10.拱坝按水平拱圈形式分可分为单心圆拱坝、双心圆拱坝、三心圆拱坝、抛物线拱坝、对数螺旋线拱坝、椭圆拱坝。11.静水压力是坝体上的最主要荷载，应由拱、梁系统共同承担，可通过拱梁等载法来确定拱系和梁系上的荷载分配。12.混凝土拱坝在施工时常分段浇筑，最后进行灌浆封拱，形成整体。13.温降时拱圈将缩短并向下游变位，由此产生的弯矩、剪力及位移的方向都与库水压力作用下所产生的弯矩、剪力及位移的方向与水压力作用所产生的相同，但轴力方向相反。14.当坝体温度高于封拱温度时，称温升，拱圈将伸长并向上游变位，由此产生的弯矩、剪力和位移的方向与库水压力所产生的方向__相反____，但轴力方向则__相同__。 专业好文档15.拱坝坝身的泄水方式有：自由跌落式、鼻坎挑流式、滑雪道式及坝身泄水孔式等。16.水流过坝后具有向心集中现象，水舌入水处单位面积能量大，造成集中冲刷，因此消能防冲设计要防止发生危害性的河床集中冲刷。17.在防渗帷幕下游侧应设置排水孔，以减小坝底扬压力。二、名词解释1、拱冠梁：贯穿各层拱圈顶点的悬臂梁。2、双曲拱坝：水平和竖向都有曲率的拱坝。（或如果悬臂梁上游面曲线与下游面曲线都凸向上游的拱坝）3、封拱温度：拱坝系分块浇筑，经充分冷却，待温度趋于相对稳定后，再灌浆封拱，形成整体。封拱时的温度就称为封拱温度。4、温度荷载：封拱温度即作为坝体温升和温降的计算基准，以后坝体温度随外界温度作周期性变化，产生了相对于上述稳定温度的改变值。该温度改变值即为温度荷载。5、拱冠梁法：是按中央悬臂（拱冠梁）与若干层水平拱在其相交点变位一致的原则分配荷载的拱坝应力分析方法，是一种简化了的拱梁分载法。第五章 土石坝习题一、填空题1.土石坝按施工方法可分为  碾压式土石坝、  充填式土石坝、水中填土坝和 定向爆破堆石坝等形式。2.土石坝按防渗体的位置分为  心墙坝、  斜心墙坝、 斜墙坝、 均质坝。3.土石坝的剖面拟定是指 坝顶高程、 坝顶宽度 和   坝坡的拟定。4.在土石坝的坝顶高程计算中，超高值Y= R+e+T   （写出公式）。公式中各字母代表的含义是： R:波浪在坝址上的设计爬高、 e:风浪引起的坝前水位雍高、  A:安全加高。5.碾压式土石坝上下游坝坡常沿高程每隔10～30m设置 马道，宽度不小于1.5～2.0m，一般设在  变坡处 。6.当有可靠防浪墙时，心墙顶部高程应  高出静水位0.5m，否则，心墙顶部高程应不低于 静水位。 7.由于填筑土石坝坝体的材料为  土石料 ，抗剪强度低，下游坝坡平缓，坝体体积和重量都较大，所以不会产生  沿坝基后的整体滑动。 专业好文档8.土石坝挡水后在坝体内形成由上游向下游的渗流。坝体内渗流的水面线叫做 浸润线 。其下的土料承受着 上浮力，并使土的内磨擦角和粘结力减小，对坝坡稳定 不利。9.土石坝可能滑动面的形式有  折线形滑动面、  圆弧形滑动面和复合滑裂面。10.土石坝管涌渗透变形中使个别小颗粒土在孔隙内开始移动的水力坡降  增大；使更大的土粒开始移动，产生渗流通道和较大范围内破坏的水力坡降称  临界坡降  。11.土石坝的上游面，为防止波浪淘刷、冰层和漂浮物的损害、顺坝水流的冲刷等对坝坡的危害，必须设置 护坡 。12.土石坝砂砾石地基处理属于“上防”措施，铅直方向的有  粘性土截水槽、板桩、 混凝土防渗墙和帷幕灌浆。13.砂砾石地基一般强度较大，压缩变形也较小，因而对建筑在砂砾石地基上土石坝的地基处理主要是解决   渗流问题。14.土坝的裂缝处理常用的方法有  开挖回填 、  灌浆处理 、 挖填灌浆法 等。15.土石坝的渗漏处理时，要遵循“上防下排”的原则，即在坝的上游坝体和坝基采取  防渗工程措施、阻截渗水，在坝的下游面设 排水工程措施 排出渗水。16.土石坝由于坝坡稳定的需要，其断面形状一般为  梯形 。土石坝通常由维持稳定的 坝主体  、控制渗流的 防渗墙   、 排水设施 和  护坡 四大部分组成。17.土石坝与混凝土建筑物相接时，常用的连结型式有  插入式  和  翼墙式 两种。二、单项选择题1.土石坝的粘土防渗墙顶部高程应（ B）。A、高于设计洪水位B、高于设计洪水位加一定超高，且不低于校核洪水位C、高于校核洪水位D、高于校核洪水位加一定安全超高2.关于土石坝坝坡，下列说法不正确的有（B ）。A、上游坝坡比下游坝坡陡B、上游坝坡比下游坝坡缓C、粘性土料做成的坝坡，常做成变坡，从上到下逐渐放缓，相邻坡率差为0.25或0.5D、斜墙坝与心墙壁坝相比，其下游坝坡宜偏陡些，而上游坝坡可适当放缓些3.反滤层的结构应是（B）。 专业好文档A、层次排列应尽量与渗流的方向水平B、各层次的粒径按渗流方向逐层增加C、各层的粒径按渗流方向逐渐减小，以利保护被保护土壤D、不允许被保护土壤的细小颗粒（小于0.1mm的砂土）被带走4.砂砾地基处理主要解决渗流问题，处理方法是“上防下排”,属于上防的措施有（A）。A、铅直方向的粘土截水槽、混凝土防渗墙、板桩B、止水设备C、排水棱体D、坝体防渗墙5.粘性土不会发生（ A）。A、管涌B、流土C、管涌或流土D、不确定6.下列关于反滤层的说法不正确的是（B ）。A、反滤层是由2～3层不同粒径的无粘性土料组成，它的作用是滤土排水B、反滤层各层材料的粒径沿渗流方向由大到小布置C、相邻两层间，较小层的颗粒不应穿过粒径较大层的孔隙D、各层内的颗粒不能发生移动7.土石坝上、下游坝面如设变坡，则相邻坝面坡率差值一般应在（C ）范围内。A、0.35～0.45B、0.15～0.25C、0.25～0.50D、0.50～0.758.一般坝顶不允许溢流的坝型为（ C）。A、拱坝B、浆砌石坝C、土石坝D、混凝土重力坝 专业好文档9.不能够降低土坝坝体浸润线的排水设备有（ C）。A、堆石棱体排水B、褥垫式排水C、贴坡式排水D、管式排水10.粘性土的填筑标准是（ A）。A、最优含水率B、孔隙率C、相对密度D、设计干重度及相应的含水率11.土坝护坡的临时紧急抢护措施之一是( C)。A、填补翻修B、干砌石缝粘结C、砂袋压盖D、框格加固12.绕坝渗漏的具体表现是( D)。A、绕过坝的底部B、通过坝体端部两岸山体C、从坝体穿过D、渗水从坝体和建筑物接触面通过13.当滑裂面通过无粘性土，坝坡部分浸入水中时为（A ）形滑裂面。A、折线B、直线C、曲线D、复合三、名词解释1、流土：指在向上作用下，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。2、管涌：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。3、反滤层：是保护渗流出口，防止坝体和坝基发生管涌、流土等渗流变形的最直接、最有效地措施。 专业好文档4、接触渗漏：5、临界坡降：使土壤中个别细小颗粒在孔隙内开始移动的渗流坡降。6、浸润线：土石坝挡水后在坝体形成由上游向下游的渗流，坝体内渗流的的水面线。一重力坝问答题。1.简述重力坝的特点。答：工作特点（1）筑坝材料主要是混凝土，抗冲能力强，因此适于在坝上设计溢流堰、排沙洞、泄水孔、放空洞，易排沙泄洪。（2）结构简单，施工技术容易掌握。（3）适应性好，造价较高。（4）坝体与坝基的接触面面积越大，扬压力的影响就越大，必须采取有效地防渗排水措施以减小扬压力。（5）坝体坡面尺寸较大，坝体内部压应力较小。（6）重力坝体积大，水泥用量多，产生的水化热多，散热条件差，在施工期间就容易形成裂缝，削弱坝的耐久性、抗渗性、整体性。优点：（1）结构作用明确，设计方法简便，安全可靠。（2）对地形、地质条件的适应性强。（3）枢纽泄洪问题容易解决。（4）便于施工导流。（5）施工方便。缺点：（1）坝体坡面尺寸大，材料用量多。（2）坝体应力较低，材料强度不能充分发挥。（3）坝体与地基接触面积大，相应的坝底扬压力大，对稳定不利。（4）坝体体积大，由于施工期混凝土的水化热和硬化收缩，将产生不利的温度应力和收缩应力，因此，在浇筑混凝土时，需要有较严格的温度控制措施。2.重力坝如何进行分类？答：（1）按结构型式分类：实体重力坝，宽缝重力坝，空腹重力坝，预应力重力坝，装配式重力坝。（2）按是否溢流分类：溢流式重力坝和非溢流式重力坝。（3）按筑坝材料分类：混凝土重力坝和浆砌石重力坝。(4)按施工方法分类：碾压混凝土重力坝和常规重力坝。3.提高重力坝抗滑稳定的工程措施有哪些？答：（1）利用水重；（2）利用有利的开挖轮廓线；（3）设置齿墙；（4）抽水措施或有效地排水措施；（5）加固地基；（6）横缝灌浆；（7）预加应力措施（岸坡开挖成平台或增设锚筋。4.溢流重力坝的泄水方式有哪些？各有什么特点？如何选择？答：表面溢流式和深水泄流式。 专业好文档表面溢流式：（特点）泄流能力大，又具有较大的超泄潜力，且宣泄同样地流量，造价远小于深水泄流式。深水泄流式：（特点）其泄流能力不如表面溢流式，但进水i口淹没在水面以下，放水条件好，给水库水运带来很大的灵活性，可提高水库的利用率和安全程度。此外，深水泄水孔还具有排沙、放空水库、导流等功能。选择：泄水重力坝一般都兼有表面溢流孔和深水溢流孔。泄洪的主要任务由表面溢流孔承担，其工程规模应按调洪演算，经水库调节后的泄流量来确定。深水泄水孔的工程规模应按它所担负的功能来确定。5.溢流坝常用的消能方式有哪几种？各自的消能机理、使用条件是什么？答：底流消能、挑流消能、面流消能和消力戽消能等。底流消能：（机理）主要靠水跃产生的表面漩滚与底部主流间的强烈紊动、剪切和掺混作用。（适用条件）多用于中低水头。挑流消能：（机理）利用泄水建筑物出口处的挑流鼻坎，将下泄急流抛向空中，然后落入离建筑物较远的河床，与下游水位衔接达到消能。（适用条件）适用于岩基比较坚固的中、高水头各类泄水建筑物。面流消能：（机理）利用鼻坎将主流挑至水面，在主流下面形成反向漩滚，使主流与河床隔开。主流在水面逐渐扩散而消能，反向漩滚也消除一部分能量。（适用条件）适用于下游尾水较深，流量变化范围较小，水位变幅不大，或者有排冰、漂木要求的情况。消力戽消能：（机理）消力戽的挑流鼻坎潜没在水下，形不成自由水舌，水流在戽内产生漩滚，经鼻坎将高速的主流挑至表面，戽内的漩滚可以消耗大量能量。（适用条件）适用于尾水较深且变幅较小，无航运要求且下游河床和两岸抗冲刷能力较强的情况。6.通气孔、平压管的作用各是什么？通气孔：当工作闸门布置在进口，为了减小工作闸门后的负压。（工作闸门后设置）平压管：为了减小检修闸门的启闭力。（检修闸门与工作闸门间设置）7.坝内廊道有哪些？各有什么作用？答：坝基灌浆廊道，检查和坝体排水廊道。坝基灌浆廊道：帷幕灌浆需要在坝体内浇筑到一定高度后进行，以便利用混凝土压重提高灌浆压力，保证灌浆质量。且兼有排水作用。检查和坝体排水廊道：为了检查、观测和排除坝体内渗水。8.重力坝地基处理的措施有哪些？ 专业好文档答：（1）坝基的开挖和清理（2）坝基的固结灌浆（3）帷幕灌浆（4）坝基排水（5）断层破碎带、软弱夹层和溶洞的处理9.固结灌浆和帷幕灌浆的目的分别是什么？固结灌浆：提高基岩的整体性和强度，降低地基的透水性。帷幕灌浆：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。10.重力坝的主要荷载有哪些？为什么说扬压力对重力坝的稳定和应力总是不利的？答：主要荷载有：自重（包括固定设备重）、静水压力、扬压力、动水压力、波浪压力、冰压力、土压力、泥沙压力13.重力坝应力分析的目的是什么？目前应力分析主要有哪几种方法？材料力学法的基本假定是什么？答：目的：为了检验大坝在施工期间和运用期是否满足强度要求，同时也是为研究、解决设计和施工中的某些问题，如为坝体混凝土标号分区和某些部位妇孺配筋等提供依据。方法：模型试验法，材料力学法，弹性理论的解析法，弹性理论的差分法，弹性理论的有限元法材料力学法的基本假定：（1）坝体内混凝土为均质、连续、各向同性的弹性材料（2），视坝段为悬臂梁，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）假定坝体水平面上的垂直正应力按直线分布，不考虑廊道等对坝体应力的影响（核心假定）14.非坝体溢流坝的基本剖面是什么形状？它主要是由哪些条件决定的？答：形状：（1）上游坝面铅直（2）上游坝面上部铅直，下部倾斜（3）上游坝面略向上游倾斜15.为什么重力坝要分缝分块？缝有哪几种类型？横缝如何处理？止水如何布置？纵缝有哪些布置方式？答：目的：为了减小温度应力，适应地基不均匀变形和满足施工要求。类型：横缝，纵缝，水平施工缝。永久性横缝设置止水片。纵缝的布置方式：铅直纵缝，斜缝，错缝。16.重力坝的坝身和坝基排水的目的是什么？如何布置？答：坝基排水：（目的）降低坝底面的扬压力。（布置）在防渗帷幕后设排水孔幕。坝身排水：（目的）减少渗水对坝体的不利影响。（布置）在靠近坝体上游面设置排水管幕。 专业好文档17.碾压混凝土重力坝有什么特点？答：优点：（1）工艺程序简单，可快速施工，缩短工期，提高发挥工程效益（2）胶凝材料用量少（3）由于水泥用量少，结合薄层大仓面浇筑，坝体内部混凝土的水化热温升可大大降低，从而简化温控措施（4）不设纵缝，节省了模板和接缝灌浆等费用，有的甚至整体浇筑，不设横缝（5）可使用大型通用施工机械设备，提高混凝土运输和填筑的工效（6）降低工程造价18.重力坝坝体混凝土温度变化主要经历哪几个阶段？防止温度裂缝常用的工程措施有哪些？答：阶段：（1）第一阶段为上升期（2）第二阶段为降温期(3)第三阶段为稳定期措施：（1）降低混凝土的浇筑温度Tj（2）减少混凝土水化热温升Tr（3）加强对混凝土表面的养护和保护19.重力坝坝身有压泄水孔的特点有哪些？答：（1）工作闸门布置在出口（2）孔内承受较大的内水压力，需钢板衬砌（3）进口处设置事故检修闸门（4）有压泄水孔的流量系数较大，无压泄水孔较小（5）不容易发生空蚀、空化现象（6）闸门检修维护容易20.重力坝坝身无压泄水孔的特点有哪些？答：（1）闸门前后为无压（2）闸门有压段的结构复杂，配筋多，水压力大（3）明流段水压力小，配筋少（4）前后两段总的配筋量比有压泄水孔少得多（5）闸门的安装维护困难，闸门的安装和坝体施工相互干扰（6）容易在明流段发生空化（水压力小，流量系数大）（7）由于开孔较大，使对坝体整体性和强度都有很大削弱。二拱坝问答题。拱坝应力分析主要有哪几种方法？拱冠梁法分析拱坝应力的基本原理是什么？1.纯拱法。假定坝体由若干层独立的互不影响的水平拱圈叠合而成，每层拱圈可作为弹性固端拱进行计算。2.拱梁分载法。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的条件来确定。拱冠梁法计算原理：沿坝高选取5——7层等间距的高度为1米的水平拱圈，根据径向线位移一致的原则建立变形协调方程，联立这n个方程就求出各交点处的拱梁荷载分配大小，悬臂梁按静定结构计算，拱圈按纯拱法计算。 专业好文档1.有限元法2.壳体理论计算方法3.结构模型实验三土石坝问答题1.土石坝的特点是什么？试与重力坝、拱坝作比较？答：优点：（1）可以就地、就近取材，节省大量水泥、木材和钢材，减少工地的外线运输量。（2）能适应各种不同的地形、地质和气候条件（适应性强）。（3）施工方法的灵活性大，工序简单，施工速度快，质量有保证。（4）结构简单，造价低廉，运输管理简便，便于维修、加高、扩建。缺点：（1）坝顶一般不能够溢流，需在岸边开设溢流道或者水工隧洞。（2）施工导流不如混凝土坝方便。(3)坝体断面庞大，土石料填筑受气候影响特别大，工期随时可能增加。2.土石坝按施工方法可分为哪几种类型？各自类型的优缺点分别是什么？答：碾压式土石坝，冲填式土石坝，水中填土坝和定向爆破土石坝。3.叙述手绘流网的方法步骤？4.土石坝渗流变形有哪几类？各自的特点是什么？答：管涌，流土，接触冲刷，接触流土。管涌：主要出现在较疏松的无粘性土中流土：粘性土和无粘性土均可发生。粘性土的渗流变形主要是流土。接触冲刷：多出现在多种土质。接触流土：多出现在多种土质。4.土石坝为什么要设防渗体？防渗体有哪些形式？防渗体能控制坝体内浸润线的位置，并保持渗流稳定，以此来保障坝的安全和正常运行。其形式有粘土心墙，粘土斜墙，粘土斜心墙，和沥青混凝土防渗体。5.土石坝排水设备的作用是什么？常用的坝体排水有哪些型式？土石坝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，以争强坝的稳定，并保护下游坝坡免遭冻胀破坏。形式有棱体排水，贴坡排水，坝内排水，网状排水。6.防止渗流变形的常见工程措施有哪些？答：（1）设置防渗体（2）设排水沟或减压井（3）设反滤层（4）设置排水盖重 专业好文档1.沙砾料反滤层的作用是什么？反滤层和过渡层在工作性质方面有何相同点和区别？反滤层的作用是滤土排水，防止土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接触冲刷。对下游侧具有承压水的土层，还可起压重的作用。在土质防渗体与坝壳或坝基透水层之间，坝壳与坝基的透水部位均应尽量满足反虑原则。过渡层主要是对其两侧土料得变形起到变形协调作用。反虑层可以起到过度层的作用，而过度层却不一定能满足反虑的要求。2.土石坝坝体分区布置的原则是什么？答：将弱透水性的防渗体布置在坝的中央或坝的上游面，透水性较好的心墙坝会产生拱效应，写墙坝适应向下游变形的能力较差，所以多采用斜心墙。10.请推导出均质土坝的浸润线方程和单宽流量公式。11.土石坝砂砾石地基的防渗措施有哪些？各自适用于何种情况？答：（1）粘性土截水槽（坝基砂砾石地基埋深不超过10~15m）。（2）混凝土防渗墙（砂砾石埋深较厚，为15~20m时）。（3）帷幕灌浆（不透水层埋深较大）。（4）防渗铺盖（坝基覆盖层深厚，缺乏采用垂直防渗设施的条件或其造价昂贵难以实现时）。（5）下游排水减压设施（防排结合）。12.面板堆石坝的工作特点有哪些？答：（1）从结构稳定而言，由于水压力作用在整个面板上，面板后的整个堆石体都起到稳定作用(2)即使面板下部没有弱透水级配良好的垫层，因此此垫层可二次阻滞渗漏，防止坝体发生渗漏破坏（3）只要坝坡或坝体堆石体有足够的强度，上下游坡面可取很陡，一般为1:1.3~1:1.6均可，工程量最小（4）混凝土面板兼有上下游护坡的作用，因此不需另设上下游护坡设施（5）形成堆石体，其填筑施工不受混凝土防渗施工的干扰（互不干扰）（6）不受气候影响，可全年施工（7）混凝土面板设在坝体上游面，因此检修非常方便（8）混凝土防渗面板由于设在坝体上游面，因此会受到上游漂浮物的撞击。所以此坝型抗冲击力、抗冰冻力不如心墙堆石坝，因此需要考虑环境水对面板混凝土的侵蚀作用（9）面板对堆石体和坝基变形敏感，因此要求垫层与坝体主壁石区要进行很好的压实。13.面板堆石坝分区主要由哪几部分组成？每个组成部分的作用是什么？答：上游防渗面板区，垫层区，过渡区，主堆石区，次堆石区上游防渗面板区：（1）防渗（2）起护坡作用 专业好文档垫层区：（1）为面板提供均匀平整的支承，并实现从面板至过渡区和堆石区间的均衡过度，能适应坝体的变形而不出现裂缝（2）平整上游坡面，防止出应力集中现象（3）防渗作用。过渡区：粒径过度，过渡反滤；由垫层区向堆石区过渡，使变形协调。主堆石区：承受上游水库库水压力的主要支承体。次堆石区：辅助主堆石区保持稳定，为满足自身下游坝坡稳定。14.土石坝的上下游坝面为什么要设置护坡？护坡的型式主要有哪些？答：设置护坡的原因（目的）：土石坝上游坡面要经受波浪淘刷、冰层和漂浮物的撞击等危害作用；下游坡面要遭受雨水、大风、尾水部位的风浪、冰层和水流的损害以及动物、冻胀干裂等破坏作用。上游护坡型式：常用干砌石、浆砌石或堆石下游护坡形式：干砌石，碎石或砾石护坡，草皮护坡。 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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