理正渗流计算

------------------------------------------------------------------------ 计算项目：乐岭------------------------------------------------------------------------ [计算简图]分析类型: 稳定流[坡面信息]左侧水位高: 14.250(m)右侧水位高: -2.147(m)左侧水位高2: -1000.000(m)右侧水位高2: -1000.000(m)坡面线段数 9坡面线号水平投影(m) 竖直投影(m)1 36.906 16.5002 5.000 0.0003 16.375 -8.2504 2.000 0.0005 9.906 -5.0006 1.500 0.0007 4.719 -2.2508 2.000 0.0009 4.875 -3.250[土层信息]坡面节点数 = 12编号 X(m) Y(m)0 0.000 0.000-1 36.906 16.500-2 41.906 16.500-3 58.281 8.250-4 60.281 8.250-5 70.188 3.250-6 71.688 3.250-7 76.406 1.000-8 78.406 1.000-9 83.281 -2.250-10 31.874 14.250-11 83.127 -2.147附加节点数 = 19编号 X(m) Y(m)1 25.063 -0.5002 37.406 16.0003 41.406 16.0004 54.469 -1.5005 72.969 -1.7506 74.969 0.2507 68.906 3.2508 44.563 -0.7509 41.844 -3.50010 36.938 -3.50011 34.219 -0.75012 -5.719 0.25013 -5.719 -9.50014 89.125 -9.50015 89.125 -2.25016 82.375 -3.25017 74.094 -3.25018 40.531 15.50019 38.281 15.500不同土性区域数 = 5区号土类型 Kx Ky Alfa 节点编号(m/d) (m/d) (度)1 细砂 0.00086 0.00086 0.000 (11,10,9,8,18,19,)2 细砂 4.32000 4.32000 0.000 (1,11,19,18,8,4,3,2,)3 细砂 8.64000 8.64000 0.000 (0,1,2,3,4,5,6,7,-5,-4,-3,-2,-1,-10,)4 细砂 86.40000 86.40000 0.000 (7,6,5,17,16,-9,-8,-7,-6,-5,)5 细砂 0.00864 0.00864 0.000(0,12,13,14,15,-9,16,17,5,4,8,9,10,11,1,)[面边界数据]面边界数 = 10编号1, 边界类型: 已知水头节点号: -10 --- 0节点水头高度 14.250 --- 14.250 (m)编号2, 边界类型: 已知水头节点号: 12 --- 0节点水头高度 14.250 --- 14.250 (m)编号3, 边界类型: 可能的浸出点节点号: -2 --- -3编号4, 边界类型: 可能的浸出点节点号: -3 --- -4编号5, 边界类型: 可能的浸出点节点号: -4 --- -5编号6, 边界类型: 可能的浸出点节点号: -5 --- -6编号7, 边界类型: 可能的浸出点节点号: -6 --- -7编号8, 边界类型: 可能的浸出点节点号: -7 --- -8编号9, 边界类型: 可能的浸出点节点号: -8 --- -9编号10, 边界类型: 可能的浸出点节点号: -9 --- 15[点边界数据]点边界数 = 1编号1, 边界类型: 已知水头节点编号描述: -5节点水头高度 1.000(m)[计算参数]剖分长度 = 1.000(m)收敛判断误差(两次计算的相对变化) = 0.100%最大的迭代次数 = 30[输出内容]计算流量:流量计算截面的点数 = 2编号 X(m) Y(m)1 40.000 -15.0002 40.000 25.000画分析曲线:分析曲线截面始点坐标: (3.000,3.000)分析曲线截面终点坐标: (25.000,3.000)------------------------------------------------------------------------ 计算结果:------------------------------------------------------------------------ 渗流量 = 3.03306 m3/天浸润线共分为 2 段第 1段 X(m) Y(m)31.874 14.25031.874 14.25031.874 14.25031.874 14.25031.874 14.25032.835 14.09232.835 14.09234.049 13.98134.049 13.98134.221 13.96434.221 13.96434.376 13.94934.376 13.94935.399 13.86735.782 13.82835.782 13.82836.449 13.77836.449 13.77837.094 13.704 37.094 13.704 37.822 13.662 37.822 13.662 37.884 13.501 37.884 13.501 37.917 13.38537.917 13.38538.212 12.478 38.212 12.478 38.451 11.703 38.451 11.703 38.463 11.665 38.463 11.665 38.473 11.633 38.473 11.633 38.669 11.007 38.669 11.007 38.829 10.55438.829 10.55439.007 10.035 39.007 10.035 39.279 9.362 39.279 9.362 39.597 8.612 39.597 8.612 39.738 8.29239.738 8.29240.002 7.775 40.002 7.775 40.156 7.451 40.156 7.451 40.743 6.419 40.743 6.419 40.757 6.391 40.757 6.391 40.768 6.372 40.768 6.372 40.798 6.32640.798 6.32641.383 5.390 41.383 5.390 41.876 4.713 41.876 4.71341.967 4.58642.052 4.483 42.052 4.483 42.661 3.713 42.661 3.713 42.835 3.51742.835 3.51743.240 3.038 43.240 3.038 43.757 2.49543.757 2.49544.126 2.48644.126 2.48645.137 2.46645.137 2.46646.025 2.437 46.025 2.437 46.114 2.434 46.114 2.434 46.270 2.42746.270 2.42747.137 2.393 47.137 2.393 47.794 2.36247.794 2.36248.147 2.344 48.147 2.344 48.365 2.33248.365 2.33249.285 2.283 49.285 2.283 49.922 2.24349.922 2.24350.520 2.20850.520 2.20851.115 2.170 51.115 2.170 51.759 2.13051.759 2.13052.106 2.113 52.106 2.113 52.914 2.07452.914 2.07453.239 2.059 53.239 2.059 53.354 2.05453.354 2.05454.067 2.01954.330 2.007 54.330 2.007 54.417 2.00254.417 2.00255.180 1.965 55.180 1.965 55.416 1.955 55.416 1.955 55.826 1.93455.826 1.93456.232 1.914 56.232 1.914 56.704 1.89056.704 1.89057.217 1.864 57.217 1.864 57.993 1.82457.993 1.82458.557 1.795 58.557 1.795 58.745 1.78558.745 1.78559.404 1.750 59.404 1.750 59.976 1.72059.976 1.72060.283 1.703 60.283 1.703 60.702 1.68060.702 1.68061.832 1.617 61.832 1.617 61.892 1.614 61.892 1.614 61.918 1.613 61.918 1.613 61.956 1.610 61.956 1.610 63.232 1.538 63.232 1.538 63.760 1.50663.760 1.50664.339 1.473 64.339 1.473 64.911 1.43864.911 1.43865.268 1.416 65.268 1.41666.036 1.368 66.307 1.351 66.307 1.351 66.519 1.33866.519 1.33867.350 1.283 67.350 1.283 67.977 1.24467.977 1.24468.477 1.20968.477 1.20969.118 1.174 69.118 1.174 69.729 1.13869.729 1.13870.130 1.121 70.130 1.121 70.936 1.101 70.936 1.101 70.975 1.10070.975 1.10071.006 1.09971.006 1.09972.036 1.083 72.036 1.083 72.642 1.080 72.642 1.080 72.967 1.07772.967 1.07773.298 1.077 73.298 1.077 73.880 1.07873.880 1.07874.118 1.079 74.118 1.079 74.666 1.07974.666 1.07975.310 1.08075.310 1.08076.237 1.081第 2段 X(m) Y(m) 89.125 -2.250 89.125 -2.250。