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1、平曲線要素計算說明：白色區域為輸入區域交點號交點坐標交點樁號偏角(度分秒)曲線要素值(m)XY左(-)、右(+)RLh1Lh2A1A2q1q2LY2E190486.747663115.07791191525.186963703.15151193.39-15.49426410002191769.202163762.61161442.7812.47487910003192300.108364027.21312035.0431.15288930080.08379.628155.000154.55940.01839.7914192484.95964320.17812376.81-62.305777302、079.62879.628154.559154.55939.79139.7915192830.168764291.3932685.3331.15288630079.62880.083154.559155.00039.79140.0186193722.511964736.13313624.31-33.33176620007195134.11164561.22395012.0448.57110518008196146.248465469.03256270.72交點號曲線控制樁號直線長度(m)及方向(度分秒)ZHHYQZYHHZ直線長交點間距方位角(度)備注11193.391193.391193.33、91193.391193.39249.391193.39329.523121442.781442.781442.781442.781442.78 437.2603 251.1552 13.6945931880.0403231960.12332 1999.913948 1999.914 2079.542 142.7093 593.1908 26.4914842222.2512732301.87927 2341.6698992341.67 2421.298 109.4734 346.407757.749552530.7712732610.39927 2650.416996 2650.41727304、.5893.81346.4077 355.233563624.313624.313624.313624.313624.311387.73 997.0307 26.4914775012.045012.045012.045012.045012.041258.68 1422.394 352.936686270.726270.72#VALUE!#VALUE!#VALUE!1359.6141.88964說明：樁號輸入按正常輸入即可，如“K10+234.56”、“K3+000”平曲線要素計算說明：白色區域為輸入區域交點號交點坐標交點樁號偏角(度分秒)曲線要素值(m)XY左(-)、右(+)RLh1Lh2A15、A2q1q2LY2E190486.747663115.07791191525.186963703.15151193.39-15.4942641000#REF!2191769.202163762.61161442.7812.4748791000#REF!3192300.108364027.21312035.0431.15288930080.08379.628#REF!154.55940.01839.7914192484.95964320.17812376.81-62.30577730079.62879.628#REF!154.55939.79139.7915192830.168764291.396、32685.3331.15288630079.62880.083#REF!155.00039.79140.0186193722.511964736.13313624.31-33.33176620007195134.11164561.22395012.0448.57110518008196146.248465469.03256270.72交點號曲線控制樁號直線長度(m)及方向(度分秒)ZHHYQZYHHZ直線長交點間距方位角(度)備注1#REF!#REF!#REF!#REF!#REF!#REF!1193.39329.52312#REF!#REF!#REF!#REF!#REF!#REF!251.17、552 13.694593#REF!#REF!#REF!#REF!#REF!#REF!593.1908 26.491484#REF!#REF!#REF!#REF!#REF!#REF!346.407757.74955#REF!#REF!#REF!#REF!#REF!#REF!346.4077 355.233563624.313624.313624.313624.313624.311387.73 997.0307 26.4914775012.045012.045012.045012.045012.041258.68 1422.394 352.936686270.726270.72#VALUE!#V8、ALUE!#VALUE!1359.6141.88964說明：樁號輸入按正常輸入即可，如“K10+234.56”、“K3+000”平曲線要素計算說明：白色區域為輸入區域交點號交點坐標交點樁號偏角(度分秒)曲線要素值(m)XY左(-)、右(+)RLh1Lh2A1A2q1q2LY2E190486.747663115.07791191525.186963703.15151193.39-15.49426410002191769.202163762.61161442.7812.47487910003192300.108364027.21312035.0431.15288930080.08379.628159、5.000154.55940.01839.7914192484.95964320.17812376.81-62.30577730079.62879.628154.559154.55939.79139.7915192830.168764291.3932685.3331.15288630079.62880.083154.559155.00039.79140.0186193722.511964736.13313624.31-33.33176620007195134.11164561.22395012.0448.57110518008196146.248465469.03256270.72交點號曲線控10、制樁號直線長度(m)及方向(度分秒)ZHHYQZYHHZ直線長交點間距方位角(度)備注11193.391193.391193.391193.391193.39249.391193.39329.523121442.781442.781442.781442.781442.78 437.2603 251.1552 13.6945931880.0403231960.12332 1999.913948 1999.914 2079.542 142.7093 593.1908 26.4914842222.2512732301.87927 2341.6698992341.67 2421.298 109.47311、4 346.407757.749552530.7712732610.39927 2650.416996 2650.4172730.5893.81346.4077 355.233563624.313624.313624.313624.313624.311387.73 997.0307 26.4914775012.045012.045012.045012.045012.041258.68 1422.394 352.936686270.726270.72#VALUE!#VALUE!#VALUE!1359.6141.88964說明：樁號輸入按正常輸入即可，如“K10+234.56”、“K3+000”逐12、樁坐標計算說明：白色區域為輸入區域樁號中樁法線方位角左-右(度分秒)左邊樁右邊樁XY距離(S)XLYLS說明：樁號輸入按正常輸入即可，如“K10+234.56”、“K3+000”XRYR說明：白色區域為輸入區域右邊樁橋梁及涵洞放樣計算樁號中樁法線方位角左-右(度分秒)偏角(度分秒)左邊樁XY距離(S)XLYL說明：樁號輸入按正常輸入即可，如“K10+234.56”、“K3+000”偏角為涵洞的水流方向與路線前進方向的右偏角說明：白色區域為輸入區域右邊樁SXRYR邊樁放樣(坡口線或坡腳線)測量數據假定中樁樁號對應中樁樁號左邊樁XYZ距離(S)XLYL說明：樁號輸入按正常輸入即可，如“K10+234.56”、“K3+000”偏角為涵洞的水流方向與路線前進方向的右偏角說明：白色區域為輸入區域右邊樁SXRYR