lh1.txt

单戗堤截流图解法计算程序使用帮助 操作步骤： 一：输入分流能力数据文本文件 文件格式为上游水位

500,1203.89,250,250
1000,1207.78,500,500
1500,1210.064,750,750
2000,1212.349,1000,1000
2500,1214.162,1250,1250
3000,1215.974,1500,1500
3500,1217.787,1750,1750
4000,1219.599,2000,2000
4500,1221.534,2258.5,2241.5
5000,1223.468,2517.5,2482.5
5500,1225.402,2776.5,2723.5
6000,1227.336,3035.5,2964.5
6500,1229.27,3295,3205
7000,1231.204,3554,3446
7500,1233.139,3813,3687
8000,1235.073,4072,3928
8500,1237.007,4331,4169
9000,1238.941,4590,4410
9500,1240.875,4849,4651
10000,1243.032,5080.5,4919.5
10500,1246.065,5317.5,5182.5
11000,1249.3,5570,5430