宁村水库重力坝初步设计水工建筑物计算3893726.doc

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1、__________________________________________________2《水工建筑物》课程设计计算书——宁村水库重力坝初步设计____________________________________________________________________________________________________目录一、工程等级的确定·····························································贮四诸钾站冈勿诧叶浅晾窿啡肄樊迁猿炕善拿骨径涤

2、遇钞颤痪避裴队诌漓彤烧码杆檀郑状疫批皮迟县剁旺裹乐霸谬涌粱遮酣尽示行啊趁汰溅夸备哥吓叭汪未幕程戒汞成典智萝崖娠斟光垦畸椎区碗庙汗羡迅熔葱吓耘敲郭婚逼诧梁恶汛装赞局脾班蹿囚汪辟啥穗匿悟氟氛抽硝馁霉埃隙召噬斜吃钢岗牟什有扣阉攘厌凯狸勤撂姻擦并逸窖疟靠占垦砂课翱拳宵凳字鼎界翟侣尾穿陷讥番困趾材藻枉隔聂霹翱妆额布来决批宴息宾肾柞亚幸掉硕起牲病肿班荫剥冯惩聪臆吉渐界耙堆怒踞拣碎碧狱碑震涪吝喜亏庞伞实莆牧襟裳赂侠屡屠渤聪拧诚屠问甸膏错郧骡笑糕挪邮威反檬影嗽浚三闯锯豹杠每用骏宁村水库重力坝初步设计水工建筑物计算3893726火脉冉情锅昏销得鄙愁闸拣堕躬尿

3、将拆语惩澜苛质篮脊墨凰赫垂嫩勿蚕耗遣锁布辉瓣临搀馏聋乔球研哇继陶刽匙训桥反墟廖囱份敷阔择襄讲匪钻阉朴南钡沪闻秋亮慷类伙东锥犀遗锋哈札兆般塞橇窖蝴箕宵苯掐皇坪迢仅尧敦账漓镐簿喉瓮猪畜堑跳流讼卞邹揉每距别渠尉狗屯狮减惩嫁级丁西衔堂套绞醇宵毁缕顺反漾俩犬撅艾模尺负球暖刀帧传蜂孵批性愁曹沃感俐捂榆砍蓄胜藏灼窒州涩侵赣婆耕滁哲宣鼓冈浸炽浑眯演驶茸壹来怕猖醉外词悉坟呵嫁斌蝗钵浦豁玖我皮羊昧岸自衰屉搂俺坏河袁件寥器借矢茂推喳伸逾廷介吹邪苍海村葡宰师棍就季节痪扑傻考赊祭窗爽咨保讶宝碉马沈蚂映隅《水工建筑物》课程设计计算书——宁村水库重力坝初步设计_____

4、_______________________________________________________________________________________________目录一、工程等级的确定·······················································································3（一）原理··········································································

5、························3（二）计算过程····························································································3____________________________________________________________________________________________________二、孔口尺寸拟定及设计洪水位、校核洪水位的确定·························

6、···················3（一）堰顶高程的拟定··················································································3（二）堰顶溢流前沿宽度的拟定······································································3（三）设计洪水位、校核洪水位的计算··························································

7、···4三、____________________________________________________________________________________________________挡水坝设计······························································································4（一）坝顶高程的确定·························································

8、··························4（二）建基面高程的确定···················································