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G、H区分隔围堰轴线放样坐标(按业主意见)计算表:（三）
(2007-05-12 17:08:13)| 分类： 公路建设类 |
G、H区分隔围堰轴线放样坐标(按业主意见)计算表:（三）
计算人：郭
|
序号 |
桩号 |
计算距离L=桩距（m） |
计算方位角a=（°′″） |
计算坐标增量(m) |
计算坐标（m） |
备注 |
||
|
△X= |
△Y= |
X= |
Y= |
|||||
|
1 |
K0+000 |
0 |
a=25．97268174°=25°58′22″ a=25．97268174°=25°58′22″ |
0 |
0 |
22484.745 |
62270.622 |
已知坐标值 |
|
2 |
+020 |
20 |
-17.980 |
8.7589 |
22466.764 |
62279.381 |
|
|
|
3 |
+040 |
40 |
-35.960 |
17.518 |
22448.785 |
62288.139 |
|
|
|
4 |
+050 |
50 |
-44.950 |
21.897 |
22439.795 |
62292.519 |
|
|
|
5 |
+060 |
60 |
-53.940 |
26.277 |
22430.805 |
62296.899 |
|
|
|
6 |
+080 |
80 |
-71.920 |
35.035 |
22412.825 |
62305.657 |
|
|
|
7 |
+100 |
100 |
-89.900 |
43.794 |
22394.845 |
62314.416 |
|
|
|
8 |
+120 |
120 |
-107.880 |
52.553 |
22376.864 |
62323.175 |
|
|
|
9 |
+140 |
140 |
-125.860 |
61.312 |
22358.885 |
62331.934 |
|
|
|
10 |
+150 |
150 |
-134.850 |
65.691 |
22349.895 |
62336.313 |
|
|
|
11 |
+160 |
160 |
-143.840 |
70.071 |
22340.905 |
62340.693 |
|
|
|
12 |
+180 |
180 |
-161.821 |
78.830 |
22322.925 |
62349.452 |
|
|
|
13 |
+200 |
200 |
-179.801 |
87.589 |
22304.944 |
62358.211 |
|
|
|
14 |
+220 |
220 |
-197.781 |
96.347 |
22286.964 |
62366.969 |
|
|
|
15 |
+240 |
240 |
-215.761 |
105.106 |
22268.984 |
62375.728 |
|
|
|
16 |
+250 |
250 |
-224.751 |
109.486 |
22259.994 |
62380.108 |
|
|
|
17 |
+260 |
260 |
-233.741 |
113.865 |
22251.004 |
62384.487 |
|
|
|
18 |
+280 |
280 |
-251.721 |
122.624 |
22233.024 |
62393.246 |
已知坐标值 |
|
注:1、施工单位另报K0+000m, K0+100m, K0+150m, K0+200m等4个断面原地形复测资料;
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