防波堤课程设计VIP免费

SMU《海岸工程学》课程设计1《海岸工程学》课程设计计算说明书学院：海洋科学与工程学院专业：港口航道与海岸工程班级：姓名：学号：指导教师：完成日期：2014年06月30日SMU《海岸工程学》课程设计2目录摘要................................................................2第一章设计资料分析..................................................41、工程概况.....................................................41.1工程位置..................................................41.2工程内容..................................................42、自然条件.....................................................42.1气象......................................................42.2水文......................................................52.3工程地质..................................................63、设计荷载.....................................................83.1恒载：结构自重。.........................................83.2施工期荷载：施工机械荷载，按1t/m2计。....................83.3水流力...................................................83.4波浪力...................................................83.5地震荷载.................................................8第二章防波堤总体设计..............................................91.结构选型......................................................92.防波堤断面设计................................................92.1斜坡堤断面型式的确定......................................92.2胸墙顶高程................................................92.3护面坡顶高程.............................................102.4堤顶宽度.................................................112.5支承棱体.................................................112.6肩台高程和宽度...........................................11第三章构造设计....................................................111.堤心石.......................................................112.护面块体.....................................................113.外坡护面块体下的垫层.........................................124.堤底垫层及堤前护底块石.......................................12第四章斜坡式防波堤的计算..........................................121.护面块体的稳定重量、护面层厚度...............................122.垫层块石的重量和厚度.........................................133.堤前护底块石的稳定重量和厚度.................................134.胸墙的作用标准值计算和相应组合...............................144.1持久组合.................................................144.2短暂组合.................................................175.胸墙的抗滑、抗倾稳定性验算...................................185.1沿墙底抗滑稳定性验算.....................................185.2沿墙底抗倾稳定性验算.....................................19结束语.............................................................19SMU《海岸工程学》课程设计3摘要拟建电厂位于印度尼西亚国南部爪哇岛的西南海岸PalabuhanRatu湾内，面对印度洋。地理概位为：07°02′S，106°32′E。工程内容包括南防波堤和北防波堤，南防波堤总长1284.628m，北防波堤总长778.627m。根据《海港水文规范》（JTJ213－98），《防波堤设计与施工规范》JTJ298-98设计要求，目的是掌握防波堤设计的基本流程，能对水文要素进行正确分析，工程进行构造设计和结构验算和对地基处理以满足设计要求。AbstractTheproposedpowerplantislocatedsouthoftheIndonesianislandofJava,thecountry'ssouthwestcoastPalabuhanRatuBay,facingtheIndianOcean.Thereisthegeographicalposition:07°02'S,106...