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'天津农学院工程水文学课程设计任务书设计题目：工程水文学课程设计系别：水利工程系专业：水文与水资源学生姓名:王泽学号:*********起迄日期:12年05月28日~12年06月03日指导教师:教研室主任：1313
目录一、原始数据1、流域概况2、气象3、测站及主要资料二、设计过程（一）设计年径流量及年内分配分析计算1、数据资料2、设计任务3、设计年径流量分析计算（二）推求设计洪水1、原始数据2、设计任务3、设计计算分析4、同频率放大法推求设计洪水过程线三、主要参考文献13
工程水文学课程设计一．原始数据1．流域概况A河属于长江流域汉江水系，发源于河南省全长373.1公里。根据2002年6月某县水利电力局编制的《县水电资源规划》，该县境内水能资源可开发量4775千瓦，年发电1881千瓦时，已开发量325千瓦。拟计划在A河干流建B水电站，为径流引水式。渠首坝位于上级电站下游60米处，此处为深山区，河道较窄，布置建筑物可节省工程量。电站枢纽位于渠首坝下游9公里处。交通条件较好。2.气象工程所在区域属暖温带山地季风气候区，一年四季分明，光照充足。由于山高谷深，地形复杂，气温垂直变化较大。据气象站资料统计：该地区年最高气温38℃，最低气温-12℃，多年平均气温14.5℃，无霜期165天，平均日照2960小时。根据该地雨量站C统计资料，该区降雨量年内分配不均，6～9月份降雨量占全年的70%左右，暴雨多出现在7～9月份，冬季降雨量偏少，仅占8～10%。年径流变化规律与降水量一致。区内夏季盛行偏东风，冬季则多西北风，年平均风速1.5米/秒，最大风速12米/秒。3.测站及主要资料工程所在区域附近只有C雨量站，没有水文测站，但在下游境内有D水文站，该站位于设计电站B下游87公里的A河干流上，控制流域面积300平方公里。测站资料情况见表1。表1测站资料情况表资料年限项目测站站名流域面积、位置（平方公里）年限备注D水文站3001961~1999资料系列连续，现搜集到1961~1999年实测径流系列和1961~1999年实测洪水资料B电站渠首坝控制流域面积为250平方公里，其上游有C雨量站，根据所搜集到的资料进行整理得出，6~9月份占全年降雨量的67%。由于只有一个雨量站，利用降雨推求径流误差较大；D水文站位于B电站下游，具有长系列实测径流资料，采用此系列进行径流推算比较合适。13
二．设计过程（一）设计年径流量及年内分配分析计1、数据资料表2D水文站年径流资料表年序123456789年径流量(m3/s)46.125.621.520.819.718.617.817.717.2年序101112131415161718年径流量(m3/s)17.014.914.714.314.314.213.913.813.8年序192021222324252627年径流量(m3/s)13.613.213.112.812.612.212.111.911.3年序282930313233343536年径流量(m3/s)9.69.59.489.118.027.816.485.925.41年序37年径流量(m3/s)5.22表3不同代表年月分配百分比月份678910111212345全年丰水代表年月分配百分比%（25%）11.51917.914.59.18.54.32.62.72.543.4100平水代表年月分配百分比%（50%）10.219.816.813.18.78.65.94.53.21.22.55.5100枯水代表年月分配百分比%（75%）10.918.814.313.311.59.85.142.72.43.83.410013
2、设计任务B水电站附近无实测洪水资料，但其下游D水文站具有39年实测洪水资料，且有一场特大洪水,另外通过查阅调查历史洪水资料，得知D站150年间有2次特大洪水，为5100m3/s，4800m3/s经分析考证，可以断定150年来没有遗漏比3410m3/s更大的洪水，洪水资料见表4。另外，B水电站和D水文站自然气象条件接近，同属一个降雨区，因此B水电站站址处设计洪峰可由D水文站参证站间接计算。3、设计年径流量分析计算表2D水文站实测洪水资料表单位：m3年份年径流量x序号按大小排列xi(m3)模比系数kiKi-1(ki-1)2P=m/(n+1)(%)(m3)146.1146.13.252.255.052.63225.6225.61.800.800.645.26321.5321.51.510.510.267.89420.8420.81.460.460.2210.53519.7519.71.390.390.1513.16618.6618.61.310.310.1015.79717.8717.81.250.250.0618.42817.7817.71.250.250.0621.05917.2917.21.210.210.0423.68101710171.200.200.0426.321114.91114.91.050.050.0028.951214.71214.71.040.040.0031.581314.31314.31.010.010.0034.211414.31414.31.010.010.0036.841514.21514.21.000.000.0039.471613.91613.90.98-0.020.0042.111713.81713.80.97-0.030.0044.741813.81813.80.97-0.030.0047.371913.61913.60.96-0.040.0050.002013.22013.20.93-0.070.0052.632113.12113.10.92-0.080.0155.262212.82212.80.90-0.100.0157.892312.62312.60.89-0.110.0160.532412.22412.20.86-0.140.0263.162512.12512.10.85-0.150.0265.792611.92611.90.84-0.160.0368.4213
2711.32711.30.80-0.200.0471.56289.6289.60.68-0.320.1073.62299.5299.50.67-0.330.1176.32309.48309.480.67-0.330.1178.95319.11319.110.64-0.360.1381.58328.02328.020.57-0.430.1884.21337.81337.810.55-0.450.2086.84346.48346.480.46-0.540.3089.47355.92355.920.42-0.580.3492.11365.41365.410.38-0.620.3894.77375.22375.220.37-0.630.4097.37合计525.25 525.2537.000.009.04 1）计算系列的多年平均径流量=（）/n=525.25/37=14.20m3利用公式求==0.252）通过应用水文频率计算适线软件，获取数据。如下表：序号年径流量频率序号年径流量频率序号年径流量频率146.12.631414.336.842711.371.56225.65.261514.239.47289.673.62321.57.891613.942.11299.576.32420.810.531713.844.74309.4878.95519.713.161813.847.37319.1181.58618.615.791913.650.00328.0284.21717.818.422013.252.63337.8186.84817.721.052113.155.26346.4889.47917.223.682212.857.89355.9292.11101726.322312.660.53365.4194.771114.928.952412.263.16375.2297.371214.731.582512.165.79 1314.334.212611.968.42 13
3）输入样本实测年径流，应用参数估计并绘制曲线得下图：丰水年得Cv=0.44,Cs=13.87缩放比K13
平水年得Cv=0.5,Cs=2.3213
枯水年得Cv=0.53,Cs=2.3313
计算结果如下表：月份678910111212345全年丰水代表年月分配百分比%（25%）11.51917.914.59.18.54.32.62.72.543.4100缩放比K0.160.160.160.160.160.160.160.160.160.160.160.16 丰水设计年月分配百分比%（25%）1.84 3.042.862.321.461.360.690.420.430.400.640.5415.93平水代表年月分配百分比%（50%）10.219.816.813.18.78.65.94.53.21.22.55.5100缩放比K0.130.130.130.130.130.130.130.130.130.130.130.13 平水设计年月分配百分比%（50%）1.33 2.572.181.701.131.120.770.590.420.160.330.7212.76枯水代表年月分配百分比%（75%）10.918.814.313.311.59.85.142.72.43.83.4100缩放比K0.10.10.10.10.10.10.10.10.10.10.10.1 枯水设计年月分配百分比%（75%）1.09 1.881.431.331.150.980.510.40.270.240.380.349.5113
(二)推求设计洪水1、原始数据表4D水文站实测洪水资料表年份123456789洪峰流量(m3/s)341026302200164016001420132012701220年份101112131415161718洪峰流量(m3/s)11901160107010201000950928916910年份192021222324252627洪峰流量(m3/s)875765759690670653649560535年份282930313233343536洪峰流量(m3/s)530526482475453445420420417年份373839洪峰流量(m3/s)3211171052、设计任务根据B水电站规划拟定的工程规模及各类建筑物的等级，初定下列洪水标准：五十年一遇，百年一遇，以满足工程设计要求。3、设计计算分析岗南水库洪峰流量经验计算频率表按数量大小排列独立样本法按数量大小排列独立样本法年份Qm（m3/s)PM=M/(N+1)Pm=m/(n+1)年份Qm（m3/s)PM=M/(N+1)Pm=m/(n+1)151002.38 22765 50.00248004.76 23759 52.5033410 2.5024690 55.0042630 5.0025670 57.5052200 7.5026653 60.0061640 10.0027649 62.5071600 12.5028560 65.0081420 15.0029535 67.5091320 17.5030530 70.00101270 20.0031526 72.50111220 22.5032482 75.00121190 25.0033475 77.5013
131160 27.5034453 80.00141070 30.0035445 82.50151020 32.5036420 85.00161000 35.0037420 87.5017950 37.5038417 90.0018928 40.0039321 92.5019916 42.5040117 95.0020910 45.0041105 97.5021875 47.50 利用水文频率分布曲线适线软件绘制B水电站洪峰流量频率曲线，如图五十年一遇通过图得出CV=1.29，CS=5.01，CV/CS=3.88，EX=708.03。P=80%时，洪峰流量设计值为301.98m3/s.13
百年一遇通过图得出CV=1.27，CS=5.47，CV/CS=,4.31，EX=715.63。P=10%时，洪峰流量设计值为2388.35m3/s.三．主要参考文献[1].詹道江,叶守泽.工程水文学.北京：中国水利电力出版社，2000.[2].王燕生.工程水文学.北京：中国水利电力出版社，1992.[3].邱大洪.工程水文学.北京：人民交通出版社，1999.5.[4].雒文生.河流水文学.北京：中国水利电力出版社，1992.内部资料，请勿外传！9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz84!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXR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