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坐标计算表格(1)

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单位名称：工程名称：N(X)E(Y)切线方位角󰀀(°ˊ")偏距偏角( ° )N(X)E(Y)偏距偏角( ° )N(X)E(Y)00+843.8262697988.9185100531.665886°35ˊ52.10″8.3902697997.2039100531.17328.3902697980.6332100532.158472.620600+858.0002697989.7097100545.817587°00ˊ13.90″8.3902697997.9984100545.38378.3902697981.4211100546.251372.833200+868.0002697990.2074100555.805187°17ˊ25.22″8.3902697998.4981100555.41278.3902697981.9167100556.197572.983200+878.0002697990.6552100565.795087°34ˊ36.55″8.3902697998.9478100565.44418.3902697982.3626100566.146073.133200+888.0002697991.0530100575.787187°51ˊ47.87″8.3902697999.3472100575.47778.3902697982.7588100576.096673.283200+898.0002697991.4009100585.781088°08ˊ59.19″8.3902697999.6965100585.51318.3902697983.1052100586.049073.433200+908.0002697991.6988100595.776688°26ˊ10.52″8.3902697999.9957100595.55018.3902697983.4018100596.003173.583200+918.0002697991.9467100605.773588°43ˊ21.84″8.3902698000.2446100605.58858.3902697983.6487100605.958573.733200+921.0002697992.0113100608.772888°48ˊ31.24″8.3902698000.3095100608.60038.3902697983.7131100608.945473.778200+931.0002697992.1942100618.771189°05ˊ42.56″8.3902698000.4932100618.64018.3902697983.8952100618.902273.928100+941.0002697992.3271100628.770289°22ˊ53.89″8.3902698000.6266100628.68078.3902697984.0276100628.859874.078100+954.0002697992.4252100641.769889°45ˊ14.61″8.3902698000.7251100641.73428.3902697984.1252100641.805574.273100+964.0002697992.4431100651.769890°02ˊ25.93″8.3902698000.7431100651.77578.3902697984.1431100651.764074.423100+974.0002697992.4110100661.769890°19ˊ37.26″8.3902698000.7109100661.81718.3902697984.1111100661.722474.573100+987.0002697992.2946100674.769290°41ˊ57.98″8.3902698000.5939100674.87058.3902697983.9952100674.667974.768100+997.0002697992.1475100684.768190°59ˊ09.30″8.3902698000.4463100684.91098.3902697983.8487100684.625374.9181坐 标 计 算 表线元法**集团有限公司****路线**标段中桩坐标（m）左边桩坐标（m）右边桩坐标（m）里程桩号(K)高程

计算：复核：监理：单位名称：工程名称：N(X)E(Y)切线方位角󰀀(°ˊ")偏距偏角( ° )N(X)E(Y)偏距偏角( ° )N(X)E(Y)坐 标 计 算 表线元法**集团有限公司****路线**标段中桩坐标（m）左边桩坐标（m）右边桩坐标（m）里程桩号(K)高程01+007.0002697991.9504100694.766291°16ˊ20.63″8.3902698000.2484100694.95058.3902697983.6525100694.581975.068101+020.0002697991.6195100707.761991°38ˊ41.35″8.3902697999.9161100708.00028.3902697983.3229100707.523775.263101+030.0002697991.3075100717.757191°55ˊ52.67″8.3902697999.6028100718.03688.3902697983.0122100717.477375.413101+040.0002697990.9455100727.750592°13ˊ04.00″8.3902697999.2393100728.07178.3902697982.6517100727.429375.563101+053.0002697990.4002100740.739092°35ˊ24.72″8.3902697998.6917100741.11418.3902697982.1087100740.363975.758101+063.0002697989.9233100750.727692°52ˊ36.04″8.3902697998.2129100751.14428.3902697981.6338100750.311175.908101+073.0002697989.3965100760.713793°09ˊ47.37″8.3902697997.6838100761.17178.3902697981.1091100760.255876.058101+086.0002697988.6370100773.691593°32ˊ08.09″8.3902697996.9212100774.20348.3902697980.3528100773.179776.253101+096.0002697987.9953100783.670993°49ˊ19.41″8.3902697996.2769100784.22428.3902697979.7138100783.117676.403101+106.0002697987.3038100793.646994°06ˊ30.73″8.3902697995.5825100794.24168.3902697979.0252100793.052376.553101+116.0002697986.5624100803.619494°23ˊ42.06″8.3902697994.8380100804.25558.3902697978.2868100802.983476.703101+126.0002697985.7712100813.588194°40ˊ53.38″8.3902697994.0435100814.26558.3902697977.4989100812.910676.853101+136.0002697984.9301100823.552694°58ˊ04.71″8.3902697993.1989100824.27148.3902697976.6613100822.833877.003101+147.0002697983.9474100834.508695°16ˊ59.16″8.3902697992.2121100835.27288.3902697975.6826100833.744477.168101+157.0002697983.0017100844.463895°34ˊ10.49″8.3902697991.2625100845.26938.3902697974.7409100843.658277.318101+167.0002697982.0063100854.414195°51ˊ21.81″8.3902697990.2630100855.26108.3902697973.7496100853.567377.4681计算：复核：监理：单位名称：工程名称：N(X)E(Y)切线方位角󰀀(°ˊ")偏距偏角( ° )N(X)E(Y)偏距偏角( ° )N(X)E(Y)坐 标 计 算 表线元法**集团有限公司****路线**标段中桩坐标（m）左边桩坐标（m）右边桩坐标（m）里程桩号(K)高程01+178.0002697980.8539100865.353696°10ˊ16.27″8.3902697989.1058100866.24588.3902697972.6020100864.461377.633101+198.0002697978.6045100885.226696°44ˊ38.92″8.3902697986.8471100886.20138.3902697970.3620100884.251977.933101+208.0002697977.4053100895.154497°01ˊ50.24″8.3902697985.6429100896.17038.3902697969.1677100894.138578.083101+218.0002697976.1565100905.076197°19ˊ01.56″8.3902697984.3889100906.13328.3902697967.9241100904.019078.233001+228.0002697974.8581100914.991597°36ˊ12.89″8.3902697983.0852100916.08978.3902697966.6311100913.893278.383001+238.0002697973.5102100924.900297°53ˊ24.21″8.3902697981.7316100926.03958.3902697965.2888100923.760878.533001+248.0002697972.1127100934.802098°10ˊ35.54″8.3902697980.3283100935.98258.3902697963.8971100933.621678.683001+258.0002697970.6657100944.696898°27ˊ46.86″8.3902697978.8753100945.91838.3902697962.4561100943.475378.833001+268.0002697969.1693100954.584298°44ˊ58.18″8.3902697977.3727100955.84678.3902697960.9659100953.321678.983001+278.0002697967.6234100964.464099°02ˊ09.51″8.3902697975.8204100965.76758.3902697959.4264100963.160479.133001+288.0002697966.0282100974.335999°19ˊ20.83″8.3902697974.2186100975.68048.3902697957.8378100972.991479.283001+298.0002697964.3836100984.199799°36ˊ32.16″8.3902697972.5672100985.58528.3902697956.2001100982.814379.433001+308.0002697962.6898100994.055299°53ˊ43.48″8.3902697970.8663100995.48168.3902697954.5133100992.628979.583001+318.0002697960.9467101003.9021100°10ˊ54.80″8.3902697969.1159101005.36938.3902697952.7774101002.434979.733001+328.0002697959.1543101013.7402100°28ˊ06.13″8.3902697967.3162101015.24828.3902697950.9925101012.232179.883001+338.0002697957.3128101023.5691100°45ˊ17.45″8.3902697965.4670101025.11808.3902697949.1586101022.020380.0330计算：复核：监理：

合集下载

1区像控点坐标成果平均值计算表

1区像控点坐标成果平均值计算表

第一次观测第二次观测

点号X(m)Y(m)H(m)点号X(m)Y(m)H(m)DXDYDSDHX(m)Y(m)H(m)1J0060083519682.883498166.050710.452J006008-13519682.893498166.047810.453######0.0030.010-0.0013519682.888498166.04910.4532J006008-1-13519677.238498166.58867.1943J006008-1-23519677.24498166.58757.1803######0.0010.0020.0143519677.239498166.5887.1873J0110783514880.987515492.14096.5602J011078-13514880.984515492.13866.56720.0020.0020.003-0.0073514880.985515492.1406.5644jcP0040363521838.001506677.91465.8765jcP004036-13521838.03506677.94615.8845############0.043-0.0083521838.015506677.9305.8815jcP008031 3518043.581504306.34636.8623jcP008031-1 3518043.569504306.3516.86530.013######0.013-0.0033518043.575504306.3496.8646jcP010029 3516361.213502043.50055.9171jcP010029-1 3516361.223502043.50535.9061############0.0110.0113516361.218502043.5035.9127P0010013524528.815497190.48322.4627P001001-13524528.811497190.47872.46070.0040.0050.0060.0023524528.813497190.4812.4628P0010093524578.376499480.50374.6925P001009-13524578.375499480.50434.68750.000######0.0010.0053524578.376499480.5044.6909P0010153524511.547501217.78842.1654P001015-13524511.559501217.7862.1704######0.0020.012-0.0053524511.553501217.7872.16810P001015-1-13524334.832501336.64994.7494P001015-1-23524334.833501336.64734.7265######0.0030.0030.0233524334.833501336.6494.73811P0020013523791.847496224.57545.3384P002001-13523791.848496224.57175.3464######0.0040.004-0.0083523791.848496224.5745.34212P0020043523736.045497165.96412.056P002004-13523736.045497165.96042.0480.0000.0040.0040.0083523736.045497165.9622.05213P0020123523795.115499623.84074.9624P002012-13523795.109499623.8424.94140.006######0.0070.0213523795.112499623.8414.95214P0020183523794.784501358.61813.9835P002018-13523794.792501358.62653.9675############0.0120.0163523794.788501358.6223.97615P0020203523769.196501929.77332.1715P002020-13523769.192501929.77412.16950.003######0.0030.0023523769.194501929.7742.17116P002020-1-13523799.233501978.1112.1837P002020-1-23523799.231501978.11332.18970.001######0.003-0.0063523799.232501978.1122.18717P0020283523774.669504368.29851.7605P002028-13523774.667504368.31771.76750.003######0.019-0.0073523774.668504368.3081.76418P0020363523694.163506826.65976.2804P002036-13523694.156506826.65956.27240.0070.0000.0070.0083523694.160506826.6606.27619P0020413523685.874508234.71669.3051P002041-13523685.874508234.71669.3081######0.0000.001-0.0033523685.874508234.7179.30720P0020433523729.955508581.69648.2318P002043-13523729.959508581.70048.1998############0.0060.0323523729.957508581.6988.21621P0040013521872.051496234.51736.1592P004001-13521872.058496234.5216.1582############0.0080.0013521872.055496234.5196.15922P0040043521831.839496990.84075.6809P004004-13521831.852496990.8375.6759######0.0040.0140.0053521831.845496990.8395.67823P0040123521906.221499486.62431.9329P004012-13521906.217499486.63491.93190.004######0.0110.0013521906.219499486.6301.93224P004012-1-13521864.322499526.2422.9453P004012-1-23521864.324499526.24012.9623######0.0020.003-0.0173521864.323499526.2412.95425P0040203521601.913501709.5227.1826P004020-13521601.915501709.52067.1846######0.0010.002-0.0023521601.914501709.5217.18426P0040283521951.449504227.07563.0122P004028-13521951.448504227.07413.00620.0010.0010.0020.0063521951.449504227.0753.00927P0040363521838.059506677.9795.9864P004036-13521838.051506677.97876.01040.0080.0000.008-0.0243521838.055506677.9795.99828P0040433521899.312508871.12267.8279P004043-13521899.317508871.137.8099############0.0090.0183521899.315508871.1267.81929P0060013519947.873496241.09747.647P006001-13519947.877496241.17.634############0.0050.0133519947.875496241.0997.64130P0060043520030.334497040.99914.4334P006004-13520030.338497040.99724.4504######0.0020.005-0.0173520030.336497040.9984.44231P0060123519945.028499368.65617.7955P006012-13519945.045499368.65467.7735######0.0020.0170.0223519945.036499368.6557.78532P006012-1-13519970.083499358.40788.7099P006012-1-23519970.087499358.40318.7109######0.0050.007-0.0013519970.085499358.4058.71033P0060203520008.608501823.54487.654P006020-13520008.598501823.54957.6620.009######0.011-0.0083520008.603501823.5477.65834P0060283519944.718504354.17046.1493P006028-13519944.721504354.1736.1473############0.0040.0023519944.719504354.1726.148张家港全市域正射影像图更新项目

坐标转换程序：（1）四参数和七参数的计算

坐标转换程序：（1）四参数和七参数的计算

坐标转换程序：（1）四参数和七参数的计算

个人想分享一些在大学中编写的一些程序，在进行坐标转换的时候，我们经常涉及到四参数与七参数的计算，在文章中，采用C#语言来进行编程，方便计算。

（1）四参数的计算：

在转换范围较小内不同的平面坐标转换通常采用二维四参数模型转换，二维四参数的转换模型的公式如下：

式中的x1，y1与x2，y2是两个坐标系下的坐标点；

是平移参数，单位为米；

α是旋转参数，单位为弧度；

m是尺度参数，无单位。

（2）七参数的计算：

两个空间直角坐标系进行转换计算就需要用到七个参数，其中包括：三个平移参数，（ΔX， ΔY ，ΔZ），三个旋转角度参数（εX，εY，εZ）以及一个尺度参数dK

公式如下：

式中的XT与X是用来表示P点在图中的两个坐标系O-XYZ与OT-XTYTZT的坐标向量

∆X0是原点的平移向量，

R（ε）是一个旋转参数矩阵

为了便于计算，我们需要简化公式，因此假设当旋转角的值很小时，可以得到与得到公式的最终形式：

（3）四参数转换主要代码：

publicstaticvoid Canshu4(Point2d[] p1, Point2d[] p2, int PointCount,

refdouble rota, refdouble scale, refdouble dx, refdouble dy)

{

double u = 1.0, v = 0, Dx = 0.0, Dy = 0.0;

int intCount = PointCount;

//Matrix dx1 ;//误差方程改正数

Matrix B;//误差方程系数矩阵

// Matrix W ;//误差方程常数项

double[,] dx1 = newdouble[4, 1];

导线坐标计算表(1)

导线坐标计算表(1)

ΔxΔyΔxΔyXY-169.274145.901155.57049.969236.333导 线 坐 标 计 算 表

298 13 2998015.273ZD5291 57 29ZD21754 22 46174 22 46G336117 09 04276 46 31204.005

476.060ZD7ZD6163 54 37275 52 06163 54 37179 59 56281 22 09213 55 35

测量监理工程师：计算式：复 核：计 算：177 10 1293.84634.379140.155499.71925.474-63.184-234.781240.040292 36 15539.997-350.433204.03120.861-202.96268.126282 00 54-517.102286 44 38-135.873-466.7185317.730坐 标边 长(m)坐 标 增 量改正后坐标增量-113.861379.592

测 量：188 19 51284 11 57179 59 56ZD8ZD9∑188 19 50177 10 12观测左角(° ′ ″)改正后左角(° ′ ″)坐标方位角(° ′ ″)

189 56 34174 08 23174 08 23175 16 16175 16 16117 09 04264 17 53ZD4189 56 35G335ZD1264 17 54ZD3 编号：建设项目： 承包单位：合 同 号： 监理单位：

-440.302点 号第1 页共2页ΔxΔyΔxΔyXY

1696.114-5902.54192112.786

_________ 1计 算：复 核：测量监理工程师：7085.224∑G337∑3128°47'10''7013.807ZD16180 47 38180 47 38345 33 46415.553344 46 08673.389649.736-176.908ZD14190 15 16190 15 16282 00 38ZD15242 45 29242 45 30726.576151.195-710.671ZD13182 18 49182 18 50132.02814.161-131.266271 45 22612.59618.773-612.308269 26 32388.381-3.781-388.363ZD12173 17 06173 17 06281 21 55ZD11174 47 31174 47 31ZD10179 59 50276 09 26179 59 50-879.880487.48896.066-477.929ZD9179 59 56179 59 56281 22 05897.488176.905点 号观测左角(° ′ ″)改正后左角(° ′ ″)坐标方位角(° ′ ″)导 线 坐 标 计 算 表 编号：建设项目： 承包单位：合 同 号： 监理单位：改正后坐标增量坐 标边 长(m)坐 标 增 量

匝道坐标计算Excel电子表格

匝道坐标计算Excel电子表格

施工桩号起点10000施工桩号终点12000间 距10.000

中间绿化带宽5.000

左边桩

施工桩号统一里程中桩高程左边横坡右边横坡15.000

K10+000.000K10+000.00021.170-0.0200.02020.920

K10+010.000K10+010.00021.162-0.0200.02020.912

K10+020.000K10+020.00021.154-0.0200.02020.904

K10+030.000K10+030.00021.148-0.0200.02020.898

K10+040.000K10+040.00021.142-0.0200.02020.892

K10+050.000K10+050.00021.137-0.0200.02020.887

K10+060.000K10+060.00021.133-0.0200.02020.883

K10+070.000K10+070.00021.129-0.0200.02020.879

K10+080.000K10+080.00021.126-0.0200.02020.876

K10+090.000K10+090.00021.125-0.0200.02020.875

K10+100.000K10+100.00021.123-0.0200.02020.873

K10+110.000K10+110.00021.123-0.0200.02020.873

K10+120.000K10+120.00021.123-0.0200.02020.873

K10+130.000K10+130.00021.124-0.0200.02020.874

K10+140.000K10+140.00021.126-0.0200.02020.876

K10+150.000K10+150.00021.129-0.0200.02020.879

K10+160.000K10+160.00021.133-0.0200.02020.883