{"title":"水平控制点的确定与测量第二级","authors":"Oktavianto Gustin, Arif Roziqin, Agus Fatulloh","doi":"10.1109/INCAE.2018.8579379","DOIUrl":null,"url":null,"abstract":"Since 2015 Politeknik Negeri Batam (Polibatam) Established Geomatics Engineering Program Study. As a Higher education vocational in Batam wich orientation to train student practical ability and skill especially in Geomatics Engineering Science need some infrastructure like campus building, Practical training instruments and Horizontal Control Point with high accuracy. Since the establishment of Polibatam, there has been no Horizontal Control Point making, so it is necessary to establish a Horizontal Control Point in Polibatam. High accuracy Horizontal Control Point from this research can support Land Surveying Practical, Global Navigation Satellite System (GNSS) Surveying Practical and Final Project/Thesis about that scope. Determination and measurement Horizontal Control Point in this research was performed by pulling Control Coordinate from Badan Informasi Geospasial Geodetic Control Net 1st order at Hang Nadim Batam Airport then the measurement using Relative Static Method. Results from this research are 7 Benchmark (BM) Point 2nd order in Polibatam has been Built. Determination of point Coordinates BM 1–4 and 6–7 second order has been measured with 2 hours observation, while the determination of point Coordinates BM 5 has been measured with 20 minutes observation. The biggest standard deviation is 0.007560 on the Z axis on BM 5 this happens because it is measured by observations of 20 minutes or in other words the observation is not long enough. The results from this Horizontal Control Point can support the practicum of the Land Surveying, the Global Navigation Satellite System Survey and the final project on the problem.","PeriodicalId":387859,"journal":{"name":"2018 International Conference on Applied Engineering (ICAE)","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2018-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"4","resultStr":"{\"title\":\"Determination and Measurement of Horizontal Control Points 2nd Order\",\"authors\":\"Oktavianto Gustin, Arif Roziqin, Agus Fatulloh\",\"doi\":\"10.1109/INCAE.2018.8579379\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Since 2015 Politeknik Negeri Batam (Polibatam) Established Geomatics Engineering Program Study. As a Higher education vocational in Batam wich orientation to train student practical ability and skill especially in Geomatics Engineering Science need some infrastructure like campus building, Practical training instruments and Horizontal Control Point with high accuracy. Since the establishment of Polibatam, there has been no Horizontal Control Point making, so it is necessary to establish a Horizontal Control Point in Polibatam. High accuracy Horizontal Control Point from this research can support Land Surveying Practical, Global Navigation Satellite System (GNSS) Surveying Practical and Final Project/Thesis about that scope. Determination and measurement Horizontal Control Point in this research was performed by pulling Control Coordinate from Badan Informasi Geospasial Geodetic Control Net 1st order at Hang Nadim Batam Airport then the measurement using Relative Static Method. Results from this research are 7 Benchmark (BM) Point 2nd order in Polibatam has been Built. Determination of point Coordinates BM 1–4 and 6–7 second order has been measured with 2 hours observation, while the determination of point Coordinates BM 5 has been measured with 20 minutes observation. The biggest standard deviation is 0.007560 on the Z axis on BM 5 this happens because it is measured by observations of 20 minutes or in other words the observation is not long enough. The results from this Horizontal Control Point can support the practicum of the Land Surveying, the Global Navigation Satellite System Survey and the final project on the problem.\",\"PeriodicalId\":387859,\"journal\":{\"name\":\"2018 International Conference on Applied Engineering (ICAE)\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2018-10-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"4\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"2018 International Conference on Applied Engineering (ICAE)\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1109/INCAE.2018.8579379\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"2018 International Conference on Applied Engineering (ICAE)","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/INCAE.2018.8579379","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 4
摘要
自2015年起,巴淡岛Politeknik Negeri Batam (Polibatam)成立了测绘工程项目研究。作为巴淡岛的高等教育职业,以培养学生的实践能力和技能为导向,特别是在地理信息工程科学方面,需要一些基础设施,如校园建筑,实践训练仪器和高精度的水平控制点。自Polibatam成立以来,一直没有设立水平控制点,因此有必要在Polibatam建立一个水平控制点。本文研究的高精度水平控制点可为该领域的土地测量实践、全球导航卫星系统(GNSS)测量实践和期末项目/论文提供支持。在巴淡机场,利用巴丹Informasi geospatial Geodetic Control Net的一阶控制坐标进行水平控制点的确定和测量,然后采用相对静力法进行测量。本研究的结果是建立了7个基准(BM)点在Polibatam中的二级。2小时观测完成了1-4和6-7二阶点坐标的测定,20分钟观测完成了BM 5点坐标的测定。在BM 5的Z轴上,最大的标准偏差是0.007560,这是因为它是通过20分钟的观测来测量的,换句话说,观测时间不够长。该水平控制点的研究结果可以为陆地测量、全球卫星导航系统测量的实习和结题提供支持。
Determination and Measurement of Horizontal Control Points 2nd Order
Since 2015 Politeknik Negeri Batam (Polibatam) Established Geomatics Engineering Program Study. As a Higher education vocational in Batam wich orientation to train student practical ability and skill especially in Geomatics Engineering Science need some infrastructure like campus building, Practical training instruments and Horizontal Control Point with high accuracy. Since the establishment of Polibatam, there has been no Horizontal Control Point making, so it is necessary to establish a Horizontal Control Point in Polibatam. High accuracy Horizontal Control Point from this research can support Land Surveying Practical, Global Navigation Satellite System (GNSS) Surveying Practical and Final Project/Thesis about that scope. Determination and measurement Horizontal Control Point in this research was performed by pulling Control Coordinate from Badan Informasi Geospasial Geodetic Control Net 1st order at Hang Nadim Batam Airport then the measurement using Relative Static Method. Results from this research are 7 Benchmark (BM) Point 2nd order in Polibatam has been Built. Determination of point Coordinates BM 1–4 and 6–7 second order has been measured with 2 hours observation, while the determination of point Coordinates BM 5 has been measured with 20 minutes observation. The biggest standard deviation is 0.007560 on the Z axis on BM 5 this happens because it is measured by observations of 20 minutes or in other words the observation is not long enough. The results from this Horizontal Control Point can support the practicum of the Land Surveying, the Global Navigation Satellite System Survey and the final project on the problem.