水闸设计大纲水利水电勘测设计标准化信息网1997年11月水闸设计大纲1目次1引言............................................................12编制依据文件和规范................................................12.1有关本工程的主要文件..........................................12.2主要设计规范..................................................13基本资料.......................................................13.1工程等别与建筑物级别..........................................13.2洪水标准......................................................23.4泥沙........................................................23.5气象..........................................................23.5.1气温......................................................23.5.2风速与吹程................................................33.5.3降雨量....................................................33.5.4最大冻土深度cm。....................................33.5.5无霜期：多年平均d。.................................33.6地形资料......................................................33.7地震烈度......................................................33.8地质资料......................................................33.8.1地质概况..................................................33.8.2工程地质资料..............................................33.8.3水文地质资料..............................................43.9交通........................................................53.9.1闸上交通桥的荷载标准......................................53.9.2桥面宽度..................................................53.10水工模型试验资料.............................................53.11边墩和翼墙后回填料的物理力学参数（见表5）...................53.12主要材料特性参数.............................................53.12.1各部位混凝土的标号.......................................53.12.2混凝土的设计强度、弹模及热学参数，见表7。...............63.12.3钢筋的设计强度和弹性模量，见表8。.......................63.12.4浆砌石体特性参数.........................................64工程布置.......................................................64.1闸的轴线位置..................................................64.2闸室布置......................................................74.2.1弧形闸门水闸闸室布置......................................74.2.2平面闸门闸室布置..........................................74.3防渗排水布置..................................................74.4消能防冲布置..................................................84.4.1底流式消能防冲布置............................................84.5两岸联接布置..................................................85水力设计.......................................................85.1水闸的过水能力核算............................................85.2消能防冲设施设计..............................................85.3拟定闸的控制运用方式..........................................86闸室稳定计算......................................................86.1荷载计算......................................................86.1.1基本荷载..................................................96.1.2特殊荷载..................................................96.2荷载组合.....................................................1026.2.1荷载基本组合.............................................106.2.2荷载特殊组合.............................................106.3闸室稳定计算......
