• Title/Summary/Keyword: GPS(RTK)

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Path planning for autonomous lawn mower tractor

  • Song, Mingzhang;Kabir, Md. Shaha Nur;Chung, Sun-Ok;Kim, Yong-Joo;Ha, Jong-Kyou;Lee, Kyeong-Hwan
    • Korean Journal of Agricultural Science
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    • v.42 no.1
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    • pp.63-71
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    • 2015
  • Path planning is an essential part for traveling and mowing of autonomous lawn mower tractors. Objectives of the paper were to analyze operation patterns by a skilled farmer, to extract and optimize waypoints, and to demonstrate generation of formatted planned path for autonomous lawn mower tractors. A 27-HP mower tractor was operated by a skilled farmer on grass fields. To measure tractor travel and operation characteristics, an RTK-GPS antenna with a 6-cm RMS error, an inertia motion sensing unit, a gyro compass, a wheel angle sensor, and a mower on/off sensor were mounted on the mower tractor, and all the data were collected at a 10-Hz rate. All the sensor data were transferred through a software program to show the status immediately on the notebook. Planned path was generated using the program parameter settings, mileage and time calculations, and the travel path was plotted using developed software. Based on the human operation patterns, path planning algorithm was suggested for autonomous mower tractor. Finally path generation was demonstrated in a formatted file and graphic display. After optimizing the path planning, a decrease in distance about 13% and saving of the working time about 30% was achieved. Field test data showed some overlap, especially in the turning areas. Results of the study would be useful to implement an autonomous mower tractor, but further research needs to improve the performance.

Charisma: Trimble's Modernized Differential GPS Reference Station and Integrity Monitor Software

  • Remondi, Benjamin W.
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • v.1
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    • pp.221-226
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    • 2006
  • Around 2002, the United States Coast Guard (USCG) identified a need to re-capitalize their Reference Station (RS) and Integrity Monitor (IM) equipment used in the Nationwide Differential Global Position System (NDGPS). Commercially available off-the-shelf differential RS and IM equipment lacked the open architecture required to support long-term goals that include future system improvements such as use of new civil frequencies on L2 and L5 and realization of a higher rate NDGPS beacon data channel intended to support RTK. The first step in preparing for this future NDGPS was to port current RTCM SC-104 compatible RS and IM functionality onto an open architecture PC-based platform. Trimble's product Charisma is a PC-based RS and IM software designed to meet these USCG goals. In fact USCG engineers provided key designs and design insights throughout the development. We cannot overstate the contribution of the USCG engineers. Fundamental requirements for this effort were that it be sufficiently flexible in hardware and software design to support fluid growth and exploitation of new signals and technologies as they become available, yet remain backward compatible with legacy user receivers and existing site hardware and system architecture. These fundamental goals placed an implicit adaptability requirement on the design of the replacement RS and IM. Additionally, project engineers were to remain focused on sustaining the high level of differential GPS service that 1.5 million legacy users have come to depend on. This paper will present new hardware and software (i.e., Trimble's Charisma software) architecture for the next generation NDGPS RS and IM. This innovative approach to engineering on an open architecture PC-based platform allows the system to continue to fulfill legacy NDGPS system requirements and allows the USCG and others to pursue a scalable hardware re-capitalization strategy. We will use the USCG's recapitalization project to explain the essential role of the Charisma software.

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Application of Drones for the Analysis of Hazard Areas in Mountainous Disaster (산지재해 발생 위험지역 분석을 위한 드론의 적용)

  • Lee, Jeong Hoon;Jun, Kye Won;Jun, Byong Hee
    • Journal of the Korean Society of Safety
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    • v.33 no.3
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    • pp.65-70
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    • 2018
  • Terrain data for disaster analysis in hazardous or disaster areas is not only important but also needs to be built quickly. In particular, the introduction of drones is in the early stages of research using drones in a variety of fields such as shooting, analyzing and managing hazardous areas. It is expected that drone will be faster, safer and more effective than existing data collection method in case of small scale disaster hazard area and disaster area where equipment or manpower input is difficult. Therefore, in this study, drone shooting was performed for hazardous areas in mountainous roads located in Samcheok city, Gangwon province, and ground reference points were measured by RTK-GPS. The measured data were converted into DSM (Digital Surface Model) data by coordinate correction using Pix4D postprocessing program and then applied to the analysis of the hazard area of mountainous area. As a result, it was shown that it is effective to identify the risk by using the basic terrain data obtained from the drones.

Bed Change Monitoring for Downstream of Gangjeong-Goryeong Weir (강정고령보 하류 하상변동 모니터링)

  • Ko, Joo Suk;Kwak, Sunghyun;Cho, Hanil;Lyu, Siwan
    • Proceedings of the Korea Water Resources Association Conference
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    • 2015.05a
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    • pp.369-373
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    • 2015
  • 본 연구에서는 낙동강 강정고령보에서 달성보 구간에 대한 지속적 지형조사를 통해 다기능보 건설 및 운영으로 인한 하천지형의 변화양상과 정도를 파악하고자 하였다. 이를 위하여 4대강살리기사업 이전의 측량성과(낙동강하천기본계획, 2009년)를 기준으로 보 건설 및 하도정비 이후인 2013년과 2015년에 실측한 지형자료와 비교하였다. 2013년과 2015년 지형자료 취득은 대상구간(강정고령보~달성보: 23 km) 내 하도와 홍수터에 대해 각각 단일 및 다중빔 음향측심기와RTK-GPS 등의 측량장비를 이용하여 40 m 이상의 평면공간해상도를 가지도록 수행하였다. 대상구간 내 하천기본계획 지정 횡단측선에 대해 2013년과 2015년 지형정보를 비교함으로써 보 건설 및 하도정비로 인한 지형변화양상과 정도를 파악하고자 하였다. 특정 측선에서의 횡단지형자료인 2009년 측량성과와 비교하여 2013년과 2015년 실측자료는 전체 대상구간에 대한 3차원 공간정보를 제공함으로써 이들 간의 정성, 정량적 비교를 통하여 보 건설 및 운영을 통한 하도내 국부적 지형변화의 정도와 양상을 파악할 수 있었다. 이를 통해 하천의 지형학적, 수리학적 특성뿐만 아니라 보 건설 및 하도정비 등의 물리적 여건변화에 따른 특정 하천구간에 대한 시 공간적 지형변화특성을 파악할 수 있었으며, 이는 향후 하천관리 및 설계를 위한 연구와 실무에 널리 활용될 수 있을 것으로 기대된다.

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Geomorphological Changes of the Okjukdong Dunefield Over the Last Decade (지난 10년간 대청도 옥죽동 사구의 지형 변화)

  • Choi, Kwang Hee;Kong, Hak-Yang;Park, Sung Min
    • Journal of The Geomorphological Association of Korea
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    • v.26 no.3
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    • pp.31-42
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    • 2019
  • The geomorphological changes of an unvegetated part of the Okjukdong coastal dune were analyzed between 2008 and 2018. Its natural landscape has been destroyed after artificial forestation, but there is no quantitative evidence on these changes. In this study, we measured the unvegetated area using a total station and a network RTK-GPS in 2008, 2014, and 2018. Using Krging method for the three point data sets, we constructed digital elevation models (DEMs) and analyzed topographic changes between the three years. The results showed that the sand of the study area decreased in volume from 2008 to 2014, because sand supply from the nearby beach was blocked by coastal forests. The sand volume temporarily increased from 2014 to 2018, because of the dune nourishment conducted in 2017. It seems that the upper part of the sand dune has shrunk, but the sand at the bottom has increased over the last decade.

Development and performance evaluation of Machine Control Kit mountable to general excavators (일반 굴삭기 장착 가능한 머신 컨트롤 키트 개발 및 성능 평가)

  • K.S. Lee;K.S. Kim;J.B. Jeong;E.S. Pak;J.I. Koh;J.J. Park;S.H. Joo
    • Journal of Drive and Control
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    • v.21 no.1
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    • pp.31-37
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    • 2024
  • In this study, to prevent accidents in underground facilities during excavation, we developed a Lv.3 automated control system that can be configured as an electronic control system without changing the existing hydraulic system in a general excavator and utilized digital map information of underground facilities. We aimed to develop a strategy to prevent accidents caused by operator error. To implement this, a real-time excavator bucket end position recognition and control system was developed through angle measurement of the boom, arm, and bucket using an electronic joystick, RTK-GPS, and angle sensors. In addition, excavators are large, machine-based equipment, and it is difficult to control overshoot due to inertia with feedback control using position recognition information of the bucket tip. Therefore, feed-forward control is used to calculate the moving speed of the bucket tip in real-time to determine the target position. We developed a technology that can converge and verified the performance of the developed system through actual vehicle installation and field tests.

A Study on the Application of Drone Based Aeromagnetic Survey System to Iron Mine Site (드론 기반 항공자력탐사 시스템을 이용한 철광산 탐사 적용성 연구)

  • Min, Dongmin;Oh, Seokhoon
    • Journal of the Korean earth science society
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    • v.38 no.4
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    • pp.251-262
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    • 2017
  • The system of magnetic exploration with a drone flight was constructed and applied to the iron mine site. The magnetic probe system installed on the drone used a sensor as Bartington's fluxgate type magnetometer, Mag639 and the A/D converter to collect magnetic intensity values on the tablet PC. The drone flight control module is a highly expandable Pixhawk with allowing 15 minutes of flight by loading 3kg. Experiments on the magnetic field interference range were performed to remove the erroneous effect from the drone with applying RTK GPS to obtain the magnetic intensity value at the accurate position. The accurate location information enabled to obtain the gradient measurement of magnetic field by measuring twice at different altitudes. Also, by using the terrain information, we could eliminate the terrain effect by setting the flight path to fly along the terrain. These results are in line with the field experiments using the nuclear proton magnetometer G-858 of Geometrics Co., Ltd, which adds to the reliability of the drone based aeromagnetic survey system we constructed.

A Study of Mobile Phone Interface Module Development for DGPS (GDPS를 위한 휴대전화 Interface Module 개발에 관한 연구)

  • 김창수;윤희철;이태오;정성훈;임재홍
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2002.05a
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    • pp.197-200
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    • 2002
  • The current Inn technique is many problems that is permission of radio station using RF Wireless Modem, that is influence of geographic obstacle using radio wave, that is frequency interference, that is finiteness of frequency resources. In this paper, we are solved many elements, IM replaces RF Wireless Modem, we suggest transmission technique of correction message using mobile phone, we researched Interface Module development which is linkage of DGPS receiver and mobile phone. IM can transmit correction message passing RS-232 port and modem communication control. IM of base station is initialized RS-232 port and modem to move station for correction message transmission, IM waited response mode. IM of move station is initialized RS-232 port and modem, IM requests hand shaking to base station, completed connection establishment. Users are worked Differential surveying using receiving correction message between mobile phones.

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Project Design Plan for Drone Photogrammetry (드론사진측량을 위한 프로젝드 설계방안)

  • Han, Seung Hee
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.39 no.1
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    • pp.239-246
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    • 2019
  • The drone photogrammetry is actively utilized for obtaining highly accurate spatial information and other various monitoring purposes. It is general to plan the drone photogrammetry by referring to previous experiences or cases in order to obtain the required accuracy, but the drone photogrammetry is often carried out again due to poor accuracy. Since the required spatial accuracy of the drone photogrammetry process result becomes the means of objective evaluation regardless of the type of result, it should be determined carefully. Therefore, it is necessary to determine flight height, overlap, number and arrangement of ground control point, and exterior orientation factor acquisition method in order to meet the required 3D positional accuracy for the design of drone photogrammetry project. In this study, previous study cases for the analysis of drone photogrammetry accuracy were carefully analyzed and verified by applying such cases to testing area, and design guideline of drone photogrammetry project for a small area was prepared based on the analysis result. The presented project design guideline is expected to be a great help to business practice although it is not perfect, and if the design guideline is prepared through comprehensive analysis in future, it would be possible to provide a perfect manual.

The Mitigating Effects of Seaward Dune Reinforcement Against Coastal Erosion in Dasa-ri, Chungcheongnam-do, South Korea (해안사구 모래보강을 통한 해안침식 저감 효과 - 충청남도 다사리 사구를 사례로 -)

  • Kong, Hak-Yang;Park, Sung-Min;Shin, Young Kyu;Choi, Kwang Hee
    • Journal of The Geomorphological Association of Korea
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    • v.25 no.4
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    • pp.37-47
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    • 2018
  • Coastal sand dunes have been regarded as natural defenses to protect hinterland from disasters such as storm surge and typhoons. However, many dunes are not well-deserved in South Korea because of imprudent land development or inappropriate measures after coastal erosion. Lately, beach nourishment and dune reinforcement are emphasized as the effective and environmentally sustainable solution for the coastal protection. They are regarded good strategies to keep landscapes for a time, with little side effects. However, there is little knowledge on the construction methods including proper design and time plans for the best results.In addition, the effects of dune reinforcement in the field should be tested.In thisstudy, we performed sand filling in an eroded dune scarp and surveyed topographic changes in the beach-dune system, which is located along Dasa-ri coast, Chungnam Province, South Korea. Using a network RTK-GPS and drone-based aerial photographs, we analyzed the temporal and spatial changes in the area, before and after the reinforcement. As a result, the dune reinforcement seems to be helpful to mitigates the coastal erosion and to prevent the coastline retreat at least for one year.