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1、计算项目：渗流分析三分之一坝高 计算简图分析类型：稳定流 坡面信息左侧水位高：7.570(m)右侧水位高：O.OOO(m)左侧水位高2:-1000.000(m)右侧水位高2:-1000.000(m)坡面线段数3坡面线号 水平投影(m)竖直投影(m)1 68. 10022.7002 8.000 0.0003 56.750-22.700土层信息坡面节点数=5编号X(m)Y(m)00.0000.000-168.10022.700-276.10022.700-3132.8500.000-422.7107.570附加节点数=23编号X(m)Y(m)136.8150.000241.159-2.896344
2、.331-5.010450.237-8.948552.640-10.550653.390-11.050755.390-11.050857.390-11.050958.140-10.5501060.543-8.9481166.449-5.0101269.621-2.8961373.9650.00014-26.049-10.55015-26.049-8.94816-26.049-2.89617-26.0490.00018-26.049-5.01019154.905-8.94820154.905-5.01021154.905-10.55022154.905-2.89623154.9050.000不同
3、土性区域数=9区号土类型KxKyAlfa节点编号(m/d)(m/d)(度)1粉土0.026000.026000.000-1,0,1,2,3,4,5,6,7, & 9,10,11,12,13,-3,)2细砂33.5232033.523200.000(14,5,4,15,)3细砂0.523500.523500.000(16,2,1,0,17,)4细砂5.616005.616000.000(2,16,18, 3,)5细砂33.5232033.523200.000(3,18,15,4,)6细砂33.5232033.523200.000(10,19,20,11,)7细砂33.5232033.523200
4、.000(19,10,9,21,)8细砂5.616005.616000.000(11,20,22,12,)9细砂0.523500.523500.000(12,22,23,-3,13,)面边界数据面边界数=3编号1,边界类型：已知水头节点号：04节点水头高度7.570 - 7.570 (m)编号2,边界类型：可能的浸出点节点号：-23编号3,边界类型：已知水头节点号：-3 23节点水头高度0.000 - 0.000 (m)点边界数据点边界数=2编号1,边界类型：已知水头节点编号描述：-4 节点水头高度7.570(m)编号2,边界类型：已知水头节点编号描述：-3 节点水头高度O.OOO(m)计算参
5、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 22.7107.5702 76.10022.700画分析曲线：分析曲线截面始点坐标：(0.000,0.000)分析曲线截面终点坐标：(30.000,0.000)计算结果: 渗流量 =0.00220 m3/天浸润线共分为1段第 1 段 X(m)Y(m)154.905 -0.000154.905 -0.000154.905 -0.000150.895150.895150.895150.895149.892149.892149.89214
6、9.892148.890148.890148.890148.890147.887147.887147.887147.887146.885146.885146.885146.885145.882145.882145.882145.882144.880144.880144.880144.880143.877-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.0
7、00-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000140.870140.870140.870139.867139.867139.867139.867138.865138.865138.865138.865137.862137.862137.862137.862136.860136.860136.860136.860135.857135.857135.857135.857134.855134.855134.855134.855133.852133.852-0.000-0.000-0.000-0.000-0.000-0.000-0.00
8、0-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000-0.000132.8500.000131.8430.036131.8430.036131.7930.037131.7930.037130.8310.051130.8310.051130.7850.051130.7850.051129.8180.060129.8180.060129.7
9、770.060129.7770.060128.8040.065128.8040.065128.7680.065128.7680.065127.7890.069127.7890.069127.7410.069127.7410.069126.7930.072126.7930.072126.7180.072126.7180.072125.7850.074125.7850.074125.7170.074125.7170.074124.7540.076124.7540.076124.6890.076124.6890.076123.7520.077123.7520.077123.6970.077123.6
10、970.077122.7250.079122.7250.079122.6640.079122.6640.079121.7160.080121.7160.080121.6380.080121.6380.080120.7120.082120.7120.082120.6370.082120.6370.082119.6820.083119.6820.083119.6050.083119.6050.083118.6840.084118.6840.084118. 5960.084118. 5960.084117.6620.085117.6620.085117.5950.085117.5950.085116
11、.6320.087116.6320.087116.5580.087116.5580.087115.6390.088115.6390.088115.5530.088115.5530.088114.6130.089114.6130.089114.5260.089114.5260.089113.6100.090113.6100.090113.5210.090113.5210.090112.5840.092112.5840.092112.4940.092112.4940.092111.5810.093111.5810.093111.4900.093111.4900.093110.5550.094110
12、.5550.094110.4620.094110.4620.094109.5520.095109.5520.095109.4630.095109.4630.095108.5200.097108.5200.097108. 4330.097108.4330.097107.5200.098107.5200.098107.4120.098107.4120.098106.5100.099106.5100.099106.4140.099106.4140.099105.4780.100105.4780.100105.3840.101105.3840.101104.4780.102104.4780.102104.3930.102104.3930.102103.4380.103103.4380.103103.3540.103103.3540.103102.4460.104102.4460.104102.3550.104102.3550.104101.4140.106101.4140.106101.3220.106101.3
