维普论文检测系统/IP PAPER CHECK SYSTEM尚屯水库维修改造工程设计【原文对照报告-大学生版】报告编号：4cfd1cbf3ba8a303检测时间：2021-05-2321：02：44检测字符数：17924作者姓名：王澈所属单位：全文总相似比复写率他引率自引率专业术语检测结论：18.8%13.67%5.13%0.0%0.0%其他指标：自写率：81.2%高频词：水库，工程，混凝土，设计，施工典型相似文章：无指标说明：复写率：相似或疑似重复内容占全文的比重他引率：引用他人的部分占全文的比重自引率：引用自己已发表部分占全文的比重自写率：原创内容占全文的比重典型相似性：相似或疑似重复内容占全文总相似比超过30%专业术语：公式定理、法律条文、行业用语等占全文的比重总相似片段期刊：53博硕：25综合：1相似片段：103外文：0自建库：0互联网：24检测范围：中文科技期刊论文全文数据库中文主要报纸全文数据库中国专利特色数据库博士/硕士学位论文全文数据库中国主要会议论文特色数据库港澳台文献资源外文特色文献数据全库维普优先出版论文全文数据库互联网数据资源/互联网文档资源高校自建资源库图书资源古籍文献资源个人自建资源库年鉴资源IPUB原创作品时间范围：1989-01-01至2021-05-23维普论文检测系统VIP PAPER CHECK SYSTEM原文对照颜色标注说明：■自写片段■复写片段（相似或疑似重复）引用片段（引用）■专业术语（公式定理、法律条文、行业用语等）摘要沈阳市法库县尚屯水库因年久失修，工程建设标准较低，老化严重，水资源利用效率较低，造成重大安全隐患，对水库产生了极重的影响。因此，我们应该加快尚屯水库工程的改造设计。目前，尚屯水库部分岸坡段较陡，水流侵蚀兑岸严重，溢洪道及输水洞旁垃圾堆积，现有部分河段是长坡浅滩，无任何生态效果，整体景观较差。本文针对上述问题采取解决方案如下：大坝南端岸坡防护1690m,岸坡防护靠近水面侧设毛石混凝土墙1690m,墙高0.5m,墙深1.5m:靠近山体侧设毛石混凝土挡土墙，防护长度850m,墙高1.0m,墙深1.5m,墙外侧设1：2.0护坡，人行桥2座：毛石混凝士排水沟22.5m,以及涵管、树池和路口台阶。大坝北端溢洪道南侧水库岸线护坡总长621m。溢洪道下游排水渠复式断面护坡372m,输水洞下游排水渠混凝土板护坡30m,溢洪道上交通桥一座。通过项目的实施满足尚屯水库防洪要求的同时可更加适应该地经济发展和通航的需要。充分体现以人为本的设计理念，确保地区人民群众的生命、财产安全，通过蒲河的建设，促进区域经济健康、持续的发展。绿化、亮化相结合，以提高居住环境质量为目标。关键词：设计洪水；特征水位：除险加固AbstractDeclared by the Liaoning Provincial Water Resources Department and appraised by the ChineseAcademy of Water Resources and hydropower science,the Shangtun Reservoir in Faku County,Shenyangcity has major potential safety hazards,low engineering construction standards,serious aging anddisrepair,and low water resources utilization efficiency,has had a devastating impact on thereservoir.Therefore,we should speed up the reconstruction design of Shangtun Reservoir project.At present,part of the Bank of Shangtun Reservoir is steep,the water erosion is serious,therubbish is piled up beside the spillway and water conveyance tunnel,the existing part of the riveris long slope shoal,without any ecological effect,the whole landscape is poor.In this paper,thesolutions to the above problems are as follows:1690 m for the Bank Slope Protection at the southernend of the dam,1690 m for the rubble concrete wall near the water surface,0.5 m for the wallheight and 1.5 m for the wall depth,850 m for the rubble concrete retaining wall near the mountain,the Wall is 1.0 m high,1.5 m deep,with 1:2.0 Slope Protection and 2 footbridges on the outside ofthe wall,22.5 m rubble concrete drainage ditch,culvert,tree pond and steps at the junction.Thetotal length of the bank protection of the reservoir on the south side of the spillway at the NorthEnd of the dam is 621m.The compound section slope protection of the lower drainage channel ofspillway is 372M,the concrete slab slope protection of the lower drainage channel of the waterconveyance tunnel is 30m,and there is a traffic bridge on the spillway.Through the implementation of the project to meet the flood control requirements of Shangtunreservoir can be more adapted to the needs of economic development and navigation.Fully reflect the2维普论文检测系统VIP PAPER CHECK SYSTEMpeople-oriented design concept,to ensure the lives of the people,property safety,through theconstruction of Puhe,to promote the healthy and sustainable development of regional economy.Thegoal of the combination of greening and lighting is to improve the quality of residentialKeywords:Design flood;Characteristic water level;And consolidate目录摘要IAbstractII1绪论11.1项目基本情况11.2国内研究现状11.3国外研究现状22水文气象3◆2.1流域及相邻地区气象特征32.2洪水调节和防洪特征水位选择32.2.1水库工程等级和防洪标准32.2.2洪水调节计算43工程地质63.1基本概况63.2区域地质概况63.3库区工程地质构造及评价63.4结论与建议74工程任务和规模54.1工程任务54.2工程概况54.2.1区域现状54.2.2项目范围54.2.3项目现状54.3除险加固的必要性64.4库整治的必要性65工程布置及建筑物75.1设计依据75.1.1工程等级及技术规范75.1.2设计基本资料75.2主要建筑物及枢纽布置85.2.1工程现状与存在的问题85.2.2法库县尚屯水库维修改造工程的主要项目85.2.3大坝南端1号毛石混凝土墙85.2.4大坝南端2号毛石混凝土墙85.2.5排水水沟设计95.2.6涵管、树池、路口台阶设计95.2.7复式台阶护岸设计105.2.8大坝北端护岸105.2.9溢洪道护坡设计105.2.10输水洞护坡设计116施工组织设计126.1施工条件123