本表可提供10×10共100个方格网的场地土石方挖填方计算,只需在格网边长单元格中填上边长(M),在格网的每个角顶右上单元格中填上设计标高、右下单元格中填上地面标高即可得到场地的总挖方量和总填方量 。可连续输入或间隔输入，当一个图形的4个角顶都有值时，这个格网将被浅绿色填充并进行计算，否则为白色格网并不参与计算。根据场地各顶点标高，程序自动按传统的场地平整计算方法和公式对参与计算的每个格网的挖填方量进行计算，最后汇总得到总量。(红色字体为设计高,黑色字体为地面高) 本表对传统计算方法进行了修正,保证的较严格的数学公式建模，有效提高了计算精度。.1053.45054.0101-0.560填方=+0.0挖方=-51.752.95053.5401-0.590填方=+25.4挖方=-5.652.45051.62010.830填方=+31.0挖方=-0.951.95052.0261-0.076填方=+0.0挖方=-36.051.90052.391-0.491总填方量=+663.2M³53.65054.4201-0.770填方=+3.4挖方=-18.053.85053.9201-0.070填方=+13.5挖方=-6.953.35053.00010.350填方=+42.0挖方=-0.052.85052.37010.480填方=+55.0挖方=-0.052.35051.6200.730总挖方量=-494.7M³54.05054.7301-0.680填方=+3.3挖方=-33.753.55053.04010.510填方=+30.2挖方=-0.053.05052.71010.340填方=+48.4挖方=-0.052.55051.9000.65054.23055.3201-1.090填方=+0.1挖方=-77.453.75053.70010.050填方=+11.5挖方=-0.053.25052.94010.310填方=+33.8挖方=-0.052.75052.1100.054.09056.2501-2.160填方=+1.3挖方=-61.153.61053.50010.110填方=+6.2挖方=-28.053.55053.5601-0.010填方=+37.5挖方=-0.053.05052.010.410填方=+9.8挖方=-33.153.60054.01-1.290填方=+2.7挖方=-77.453.68055.320-1.054.68053.96010.720填方=+35.8挖方=-5.753.95054.01-0.940填方=+42.7挖方=-5.454.60053.8000.80054.7253.99010.730填方=+36.7挖方=-0.054.20053.68010.520填方=+60.2挖方=-54.68053.800.8854.80054.65010.150填方=+6.3挖方=--4.354.32054.25010.070填方=+42.3挖方=--1.954.74053.8000.94054.86054.66010.200填方=+0.7挖方=-30.854.88055.3201-0.440填方=+8.5挖方=-29.054.80053.8001.0001053.15053.3001-0.150填方=+32.0挖方=-0.152.65052.02010.630填方=+42.9挖方=-0.152.15052.325-0.17553.15052.4600.69052.50053.200-0.70053.55054.320-0.77053.55052.6700.88054.90054.980-0.08054.35055.230-0.88054.84055.200-0.360
