1、摘 要本次设计主要是为了开发利用B江流域的水利资源，建设一个以发电为主，同时兼顾灌溉、供水、防洪及养殖等综合利用效益的跨流域开发的水利水电枢纽工程。在明确了建设目的并具有了建设依据和条件后设计的枢纽概况如下：B江水利枢纽为复合土工膜防渗堆石坝。最大坝高53.2m，装机6400kW，电站设计水头174m，保证出力1461kW，装有两台3200kW机组，正常蓄水位276.5m，主坝长190m左右，上游边坡1：1.5，下游251高程马道上部边坡1：1.52，马道下部边坡1：1.54。本次设计主要内容为：经洪水调节确定坝顶高程；坝型的比选；第一主要建筑物的设计；施工组织设计。并进行了主体工程投标文件技
2、术标的编写，其中重点对本次设计专题-技术标的施工组织设计进行了设计及编写。复合土工膜防渗堆石坝是一种新的坝型，其防渗材料-复合土工膜的设计、施工、质量控制是该类坝型的技术关键，在本设计说明书第六章第三节有详细说明。本次设计以一般混凝土面板堆石坝和一些已建复合土工膜堆石坝为参考，在注重各细部独立分项设计的同时，综合考虑了整体工程的统一性。在专题的编写中参考已建工程，对钟吕水库主体工程的施工组织进行了设计，确保按期完成本标段工程。在设计过程中既充分运用了所学知识，广泛参考了堆石坝设计、施工技术等相关书籍，并在规范规定内设计，体现了本设计的科学性、规范性。关键词：复合土工膜、堆石坝、防渗、边坡稳定、
3、投标文件技术标、主坝、副坝、施工组织设计、堆石填筑技术AbstractThis design is mainly to develop uses the B river basin the water resources, constructs one to generate electricity primarily,simultaneously gives dual attention to the irrigation, the water supply, the flood prevention and the cultivation and so on comprehensive u
4、tilization benefit cross basin development water conservation water and electricity key project.The key position survey which after having been clear about the construction goal and had construction basis and condition designs to be as follows: The B river hydro-junction is the compound earthwork me
5、mbrane anti-seepage rock-fill dam. Most dam high 53.2m, installs equipment 6400kW, power plant design head 174m, guarantees strives 1461kW, is loaded with two 3200kW units, normal store water level 276.5m, about main dam long 190m, upstream side slope 1:1.5, on downstream 251 elevation training grou
6、nds side slope 1:1.52, lower part training ground side slope 1:1.54.The this design primary coverage is: After flood control definite crest elevation; The dam ratio elects; First main buildings design; Construction organization plan. And has carried on the principal part tender documents technology
7、sign compilation, key to this design topic-The technical signs construction organization plan has carried on the design and the compilation. The compound earthwork membrane anti-seepage rock-fill dam is one kind of new dam, its impervious material-The compound earthwork membranes design, the constru
8、ction, the quality control are this kind of dam technical keys, has the detailed explanation in this design instruction booklet sixth chapter of third. This design and some have constructed the compound earthwork membrane rock-fill dam take the common concretes kneading board rock-fill dam as the re
9、ference, while pays great attention various details independent sub-item design, overall evaluation overall project unity. Refers in the special compilation has constructed the project, has carried on the design to Zhong the Lu reservoir principal parts construction organization, guarantees on time
10、the cost sign section project. Already fully utilized in the design process has studied the knowledge, widely has referred to the rock-fill dam design, the construction technique and so on related books, and in the standard stipulated designs, has manifested this design scientific nature, the standa
11、rds.key word: The compound earthwork membrane, the rock-fill dam, the anti-seepage, the stability of slope, the tender documents technology sign, the host dam, the vice-dam, the construction organization plan, piles up stones reclamation technology目 录目 录1摘 要1Abstract2第一章 综合说明11.1 工程特性表11.2 建设目的和依据31
12、.3 建设的条件31.4 建设的规模及综合利用效益31.4.1 建设规模31.4.2 综合利用效益4第二章 自然地理条件52.1 地形条件52.2 水文特性52.3 工程地质条件62.3.1库区工程地质62.3.2坝址工程地质62.3.3 引水发电隧洞工程地质条件92.4 气象、地震及其他102.4.1 气象、地震102.4.2 天然建筑材料10第三章 设计条件和设计依据113.1 设计任务113.2 设计依据11第四章 洪水调节计算124.1 洪水调洪演算124.1.1 洪水调洪演算原理124.1.2洪水调洪演算方法144.2 洪水标准分析144.3 洪水建筑物的型式选择144.4 调洪演算
13、及泄水建筑物尺寸（孔口尺寸/堰顶高程）的确定164.4.1 调洪演算过程164.4.2 洪水过程线的模拟164.4.3 计算公式164.4.4 计算结果174.4.5 方案选择174.4.6 坝顶高程的确定18第五章 主要建筑物型式选择及枢纽布置215.1 枢纽等别及组成建筑物级别215.2 坝型选择215.2.1 定性分析215.2.2 定量分析265.3 泄水建筑物型式选择275.4 枢纽方案的综合比较275.4.1 挡水建筑物复合土工膜防渗堆石坝275.4.2 泄水建筑物正槽溢洪道275.4.3 水电站建筑物27第六章 第一主要建筑物设计286.1 大坝轮廓尺寸及防浪墙设计286.1.1
14、 L型挡墙顶高程及坝顶高程、宽度286.1.2 坝体分区286.1.3 L型挡墙设计296.1.4 坝坡与马道356.2 堆石料设计366.2.1堆石料基本特性参数366.2.2主、次堆石料设计366.2.3垫层、过渡层设计366.2.4堆石体设计技术参数表376.2.5堆石体填筑技术参数表376.3 复合土工膜设计376.3.1复合土工膜的选型和分区376.3.2土工膜强度校核396.4 大坝稳定分析416.4.1 计算原理及方法416.4.2 坝坡稳定分析426.4.3 坝坡面复合土工膜的稳定分析436.5 副坝设计456.5.1 副坝及主坝的连接及副坝型式选择456.5.2 副坝的坝体地
15、基处理防渗设计486.6 细部构造设计及地基处理496.6.1 坝顶构造496.6.2 护坡设计496.6.3 分缝及止水496.6.4 坝基处理506.7 趾板设计536.7.1 趾板的作用536.7.2 坝轴线选取556.7.3 趾板最大剖面设计556.7.4 趾板各剖面设计566.7.5趾板分块576.7.6 趾板配筋586.8 坝体沉降估算586.9 工程量计算596.9.1 工程量计算的依据及项目划分596.9.2主坝工程量计算596.9.3副坝工程量计算606.9.4工程量清单61第七章 泄水建筑物设计627.1 泄水建筑物型式选择627.2 溢洪道的组成部分和总体布置627.2.1 溢洪道总体布置627.2.2 引水渠设计637.2.3 控制堰设计647.2.4 泄槽设计677.2.4 出口消能设计71第八章 施工组织设计748.1 基本资料分析748.1.1工程概况748.1.2 施工条件748.1.3 有效工日分析75
