| 分类: 公路建设类 |
G标段外海主航道放样坐标计算表:直线段
计算人:郭 复核人: 时间:2007年3月31日
|
段落号 |
计算桩号(或控制点桩号) |
计算距离L(m) |
计算方位角a(°′″) |
计算坐标增量(m) |
计算坐标(m) |
备注 |
||||
|
L1 |
L2=L1+T2 |
△X= |
△Y= |
X= |
Y= |
|||||
|
|
JD2 |
K0+919.274 |
|
0 |
方位角a=16°44′55.26″ |
0 |
0 |
2720635.15 |
462568.19 |
设计提供 |
|
|
|
∧T2=99.104 |
|
|
|
|
|
|
T2长度 |
|
|
|
HZ |
K1+004.193 |
0 |
99.104 |
94.8998 |
28.5592 |
2720730.05 |
462596.75 |
直线段 |
|
|
第①段:直线段 长度1680.939m |
G标起始桩 |
K1+400 |
395.807 |
494.911 |
473.9159 |
142.621 |
2721109.066 |
462710.811 |
||
|
|
+500 |
495.807 |
594.911 |
569.674 |
171.438 |
21204.824 |
462739.628 |
|||
|
|
+600 |
595.807 |
694.911 |
665.432 |
200.255 |
21300.582 |
462768.445 |
|||
|
|
+700 |
695.807 |
794.911 |
761.190 |
229.072 |
21396.3394 |
462797.262 |
|||
|
|
+800 |
795.807 |
894.911 |
856.947 |
257.890 |
21492.097 |
462826.080 |
|||
|
|
+900 |
895.807 |
994.911 |
952.705 |
286.707 |
21587.855 |
462854.897 |
|||
|
K2+ |
K2+000 |
995.807 |
1094.911 |
1048.463 |
315.524 |
21683.613 |
462883.714 |
|||
|
|
+100 |
1095.807 |
1194.911 |
1144.221 |
344.342 |
21779.371 |
462912.532 |
|||
|
|
+200 |
1195.807 |
1294.911 |
1239.979 |
373.160 |
21875.129 |
46294.35 |
|||
|
|
+300 |
1295.807 |
1394.911 |
1335.736 |
401.978 |
21970.886 |
462970.168 |
|||
|
|
+400 |
1395.807 |
1494.911 |
1431.494 |
430.795 |
22066.644 |
462998.985 |
|||
|
|
+500 |
1495.807 |
1594.911 |
1527.252 |
459.612 |
22162.402 |
463027.802 |
|||
|
|
+600 |
1595.807 |
1694.911 |
1623.009 |
488.430 |
22258.159 |
463056.62 |
|||
|
|
+700 |
1695.807 |
1794.911 |
1418.7672 |
517.247 |
22353.917 |
463085.437 |
|||
|
|
+800 |
1795.807 |
1894.911 |
1814.525 |
546.065 |
22449.675 |
463114.255 |
|||
|
|
+900 |
1895.807 |
1994.911 |
1910.283 |
574.882 |
22545.433 |
463143.072 |
|||
|
K3+ |
K3+000 |
1995.807 |
2094.911 |
2006.041 |
603.670 |
22641.191 |
463171.890 |
|||
|
ZH |
+080.939 |
2076.746 |
2175.85 |
2083.546 |
627.024 |
22718.696 |
463195.214 |
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