工程水文与水力计算课程设计

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1、工程水文与水利计算课程设计　　个人资料：姓名：白平学号：2010095045性别：男年龄：20岁学院：工学院专业：10级农业水利工程专业　　联系电话：18709315509　　一、基本资料：拟建的青山水利枢纽位于湖北省青山河上游，水库控制流域面积为441平方公里，本流域属于大山区，两岸陡峻，植被良好，积水面积呈扇形。青山站实测多年月径流量如表1-1所示。建成后用水过程线如表1-2所示。按照水利规划的结果，大坝建筑物的防洪标准为百年一遇，校核红水为千年一遇。表1-1青山站实测多年月径流量表月平均流量M3/S　月份年份　345678910111212年平均流量m3

2、/s1958-195926.532532714.6412.4614.0214.8411.9812.4711.8731.621.9001959-196017.2518.6926.336.117.2517.516.8111.8612.6712.7314.212.0317.7801960-196118.2129.536.426.417.3519.6213.212.0711.9811.912.3523.220.0001961-196224.7127.729.840.415.214.8719.113.4613.4212.9212.4811.6219.6401962-19

3、6322.935.751.660.729.421.425.4822.7920.318.6716.7914.828.3801963-196413.214.9817.1526.225.5522.2822.1321.2722.1810.5414.4511.8718.4801964-196520.9122.522.940.615.917.551213.2711.629.178.9912.0617.7601965-196613.936.622.220.616.1221.414.2718.516.2119.0318.3514.4819.3101966-196719.523

4、923.535.435.413.5812.6712.2311.9312.7611.4115.320.2001967-1968233043.25321.513.5811.6711.5711.8211.4211.2112.3621.2001968-196914.4522.625.542.850.723.5513.5212.5410.41214.252222.0301969-197022.220.534.33023.217.31412.251011.2121318.3201970-197126.334.85140.734.218.316.518.7514.2817.

5、9614.113.825.1001971-197215.0816.134.332.813.413.4514.9212.7911.7611.312.2318.7617.2401972-197313.2821.737.116.420.225.215.7510.4112.5315.118.42018.8401973-197415.438.541.657.431.79.3610.2311.45128.637.765.2120.7701974-197513.2815.4821.825.124.424.313.847.698.6710.1614.2611.115.8401

6、975-197622.437.15823.910.612.46.268.517.37.543.125.5616.891表1-2用水部门设计枯水年用水过程表月份234567891011121流量m3/s6.005.0014.1715.1015.9114.3813.1011.0012.0010.000.000.00发电m3/s6.626.626.626.626.626.626.626.626.626.626.626.62合计12.6211.6220.7921.7222.5321.0019.7217.6218.6216.626.626.62表1-3水库水位面积、水位

7、容积关系曲线表水位/m105106107108109110111112113114115116117面积/106m29.159.59.910.310.7511.3511.6512.3512.913.451414.415容积/108m31.191.291.391.491.61.711.831.962.092.222.372.52.64水位/m118119120121122123124125126127128129130面积/106m215.616.216.717.3517.918.451919.720.320.921.522.1522.8容积/108m32.78

8、2.923.093.233.4233.