Excel支导线计算表(全自动计算)包涵度分秒转换
- 格式:xls
- 大小:41.00 KB
- 文档页数:2
后视
前视°′″△ X△ YXY
D7
0.937
Y1-0.943
D70.052
D12-0.047
Y1-0.234
D130.22
D121.649
D14-1.653
D130.366
D15-0.384
D14-0.195
D16-10.187
D150.663
D18-0.672
D1528.813
D19-28.824
D1510.789
中16-10.789
D18-0.122
D200.109
D194.347
8-4.347
D193.509
6-3.509
833.5350832.6970高程往返值巷道底板理论高程803.485832.304814.274832.188836.535835.6974.3473.509实测巷道顶板高程800.220801.160801.210800.983802.634803.009802.8180.375-0.1910.66828.81910.789-0.1164368.2544316.6364287.5764292.957高差0.9400.050-0.2271.6513466.0663485.3573653.6683821.8844084.4104221.2934293.6314326.5194392.9884325.1483645.0383608.7763475.4943560.2883455.6813468.815-24.734-8.512-29.060-23.6794063.0323975.9683886.9073752.8253683.4943653.16010.385168.311168.216262.525136.88372.33832.88866.469-67.841-8.121-36.263-133.282-48.488-19.81313.134-87.064-89.061-134.082-69.331-30.33475.717149.55454.43221.56431.89025.856294.3222223293.6805556平距189.496190.338294.784153.44078.44133.876112.7502778103.8711111118.6150000206.9761111207.0261111203.2480556方位角117.3516667117.8986111117.0552778116.8619445118°36′54″206°58′34″207°1′34″203°14′53″294°19′20″293°40′50″271.0741667270.4325000方位角117°21′6″117°53′55″117°3′19″116°51′43″112°45′1″103°52′16″175.8883333171.1208333194.7438889268.3611111268.4111111176.271944440192757水平角180.5469444179.1566667179.8066667254924241815384074421241642681762712703294853D20180179179175171194268测站D7Y1D12D13D14D15D16-1林华矿井二期井巷工程控制导线计算成果表 地点:一采区东轨大巷-11瓦斯抽采进风巷-11瓦斯抽采回风巷 仪器:GPT-102R 时间:2018年03月02日水平角坐标增量坐标 施工单位: 监理单位: 建设单位:D18D18D19D20