水利水能规划课程设计VIP免费

1D课程设计设计名称某水库水文分析与水利计算学年学期2013-2014学年上学期课程名称水利水能规划专业年级水工115班姓名学号提交日期2013.1.5成绩指导教师巨娟丽、康艳水利与建筑工程学院1目录第一章概况..................................................................................................................11.1流域概况............................................................................................................11.2水文概况........................................................................................................1第二章入库径流特征分析..........................................................................................32.1资料的“三性”审查.......................................................................................32.2设计年径流频率分析计算...............................................................................52.3设计代表年径流量的年内分配计算...............................................................62.4设计年径流成果合理性检验..........................................................................8第三章设计洪水分析..................................................................................................93.1洪峰流量及不同历时洪量频率计算...............................................................93.2推求设计洪水过程线.....................................................................................11第四章水库兴利调节计算........................................................................................144.1死库容的确定................................................................................................144.2各类需水量计算............................................................................................144.3兴利库容的推求............................................................................................144.4溢洪道堰顶高程确定....................................................................................14第五章水库调洪计算................................................................................................155.1调洪计算原理.................................................................................................155.2推求下泄流量过程线.....................................................................................155.3调洪计算成果.................................................................................................165.4特征水位和特征库容的确定.........................................................................175.5水库坝顶高程的确定.....................................................................................17参考文献......................................................................................................................19附录..............................................................................................................................20第0页水库水位~库容曲线7107207307407507607707807908008108200200040006000800010000120001400016000库容V(104m3)水位Z(m)第一章概况1.1流域概况某河是渭河南岸较大的一级支流，发源于秦岭北麓太白山区，流域面积778.7km2，干流全长51.5km，河道比降1/60～1/70。流域内林木茂盛，植被良好，水流清澈，水质优良。该河干流上有一水文站，控制流域面积686km2。拟在该河干流上修建一水库，其坝址位于水文站上游1.5公里处，控制流域面积673km2。该水库将承担着下游和渭河的防洪任务，下游的防洪标准为20年一...