《水文水利计算课程设计.doc》由会员分享，可在线阅读，更多相关《水文水利计算课程设计.doc（30页珍藏版）》请在金锄头文库上搜索。
1、水文水利计算课程设计说明书设计题目：碧口水库水文水利计算 专 业 水文与水资源工程 班 级 水文091 学 生 xxxx 指导教师 xxxxxx 20112012年 秋季 学期序号洪峰流量(m3/s)24小时洪量(亿m3)72小时洪量(亿m3)频率158103.988.350.53 253703.667.751.07 350903.496.731.60 447803.1166.462.14 540702.4454.8372.67 638702.1874.6954736802.0754.6756833302.054.668932601.9654.545101030701.8254.4581211
2、29301.7964.392141225501.7814.319161324201.7614.019181424201.7373.952201523801.6733.932221622901.5663.929241721001.5553.663261820801.4773.581281920501.3533.573302020501.3393.419322120101.3283.279342217801.2733.265362317601.2733.181382417201.1553.104402517001.0212.774422616801.022.718442716201.012.684
3、462815301.0022.648482914201.0022.537503013900.982.513523113100.9762.474543213100.9462.412563312700.9422.38583412600.9082.231603512500.8772.15623612200.8412.081643712200.8132.018663812100.7891.967683911800.7771.948704011500.7751.876724110700.7661.858744210500.7651.85476439990.7621.85378449780.7191.84
4、680459740.6811.72482469080.6291.70184478640.6241.69986488130.5821.5288497750.5791.5290507590.5531.47392515840.5061.41594525780.4541.31396535520.4141.11798洪峰流量频率曲线计算成果样本均值 Ex=1763.24变差系数 Cv=0.6偏态系数 Cs=1.52倍比系数 Cs/Cv=2.53序号 流量(m3/s)频率(%)15810.000.5325370.001.0735090.001.6044780.001.3954070.002.7863870
5、.004.0073680.006.0083330.008.0093260.0010.00103070.0012.00112930.0014.00122550.0016.00132420.0018.00142420.0020.00152380.0022.00162290.0024.00172100.0026.00182080.0028.00192050.0030.00202050.0032.00212010.0034.00221780.0036.00231760.0038.00241720.0040.00251700.0042.00261680.0044.00271620.0046.002815
6、30.0048.00291420.0050.00301390.0052.00311310.0054.00321310.0056.00331270.0058.00341260.0060.00351250.0062.00361220.0064.00371220.0066.00381210.0068.00391180.0070.00401150.0072.00411070.0074.00421050.0076.0043999.0078.0044978.0080.0045974.0082.0046908.0084.0047864.0086.0048813.0088.0049775.0090.00507
7、59.0092.0051584.0094.0052578.0096.0053552.0098.00标准频率对应的设计值频率(%)设计值0.00112803.7830.0110522.6660.03339324.1460.058917.8330.18223.0760.27525.5810.33337009.5770.56598.35515891.96925179.9963.33334650.70154227.007103492.973202740.608252492.460302286.652401954.450501687.849601461.115701259.496751164.71980
8、1072.26585980.59390887.40495787.82097743.18099690.33899.9655.87999.99649.34099.999648.08024小时洪峰流量频率曲线计算成果样本均值 Ex=1.18变差系数 Cv=0.57偏态系数 Cs=1.57倍比系数 Cs/Cv=2.75序号流量(m3/s)频率(%)13.980.5323.661.0733.491.6043.121.3952.442.7862.194.0072.086.0082.058.0091.9710.00101.8212.00111.8014.00121.7816.00131.7618.00141
9、.7420.00151.6722.00161.5724.00171.5526.00181.4828.00191.3530.00201.3432.00211.3334.00221.2736.00231.2738.00241.1640.00251.0242.00261.0244.00271.0146.00281.0048.00291.0050.00300.9852.00310.9854.00320.9556.00330.9458.00340.9160.00350.8862.00360.8464.00370.8166.00380.7968.00390.7870.00400.7872.00410.77
10、74.00420.7776.00430.7678.00440.7280.00450.6882.00460.6384.00470.6286.00480.5888.00490.5890.00500.5592.00510.5194.00520.4596.00530.4198.00标准频率对应的设计值频率(%)设计值0.0017.3160.016.0400.0333 5.3710.05 5.1440.1 4.7570.2 4.3680.33334.0810.5 3.8531 3.4602 3.0663.33332.77452.540102.137201.726251.592301.480401.302
11、501.160601.040700.935750.886800.839850.793900.747950.699970.678990.65599.90.64199.990.63999.9990.63872小时洪峰流量频率曲线计算成果样本均值 Ex=2.94变差系数 Cv=0.47偏态系数 Cs=1.48倍比系数 Cs/Cv=3.15序号洪量(亿m3)频率18.350.53 27.751.07 36.731.60 46.462.14 54.8372.67 64.695474.675684.66894.54510104.45812114.39214124.31916134.01918143.95220153.93222163.92924173.66326183.58128193.57330203.41932213.2
