• Proceedings of the Korea Water Resources Association Conference
• /
• 2022.05a
• /
• pp.514-514
• /
• 2022

쌀 공급과잉이 사회적 문제가 되면서 논에 타작물 재배를 위한 논의 다각적 활용 시스템 구축이 매우 중요해지고 있다. 정부는 이러한 논의 다각적 활용을 위해 2020년에 우리나라 최초의 농지범용화 시범사업 지구를 선정하였다. 전북 김제시 옥성지구는 농지범용화 시범사업 지구로 선정되어 용·배수로 정비가 실시되었다. 따라서 본 연구에서는 전북 김제시 옥성지구 용배수로 정비의 효과를 살펴보기 위해 시범사업 전후의 주요 영농여건 변화 실태를 살펴보았다. 이를 위해 본 연구에서는 농업경영체 DB, 흙토람 등을 이용해 옥성지구 일대 수혜 필지와 비수혜 필지를 추출하고, 각 필지별 실제 경작자 명단을 작성 후 1:1 면담 조사를 실시하였다. 옥성지구 농지범용화 시범사업 면적은 총 50.4ha인데, 169개 필지로 구성되었다. 이 중에서 129개 필지의 총 69명의 경작자 명단이 작성되었다. 그리고 본 연구의 조사에 총 30명이 참여했고, 이 가운데 수혜구역과 비수혜구역의 논을 동시에 경작하고 있는 9농가를 대상으로 논의 다각적 활용을 위한 용·배수 정비 전후의 성과를 조사하여 분석하였다. 첫째, 9농가는 모두 논콩을 재배하고 있다. 이들의 평균 논콩 재배면적은 2020년 1.76ha에서 2021년에는 2.22ha로 증가했다. 그리고 논콩 10a 당 생산량을 살펴보면, 2020년 355.8kg/10a에서 2021년에는 567.2kg/10a로 사업 전후 논콩 단수가 211.4kg/10a 증가했다. 평균 우리나라 전국 콩의 생산량이 203kg/10a, 전북 248kg/10a(2021년 기준)인데 반해 농지범용화 시범사업 지구의 논콩 생산성은 전국 평균보다 높은 것을 알 수 있다. 따라서 논의 다각적 활용을 위한 용배수로 정비를 통해 평균 단수는 211.4kg/10a 증가하기 때문에, 용배수로 정비는 논타작물 생산성 향상에 기여하고 있는 것을 알 수 있다. 둘째, 논의 다각적 활용을 위한 용배수로 정비 이전에 평균 침수 시간은 24시간 이내였다. 이러한 침수로 인해 논콩 재배농가들은 대부분 논타작물 재배의 어려움을 겪었다. 하지만 용배수로 정비 후 평균 침수 시간은 3시간 이내로 단축되었다. 이러한 침수시간 단축은 논콩 생산비 절감으로 이어져 용배수로 정비 후 시범사업 수혜 농가들의 논콩 직접생산비는 10a당 210,200원으로 전년 대비 34,250원/10a 감소하였다.

• Spatial Information Research
• /
• v.23 no.1
• /
• pp.59-68
• /
• 2015

As part of an effort to leap smart cadastre system by doing rearrangement of various mismatches in the land register, the cadastre renovation project is being recently conducted. In response to this demand, this paper proposes an image-based rapid parcel boundary demarcation plan using the high resolution aerial image with a GSD (Ground Sample Distance) of 5cm that matches to real ground boundary situation in residential area. To review the feasibility and accuracy of this proposed methodology, we compared the accuracy of parcel boundary point and parcel area extracted from the digital stereo plotting on the basis of results of cadastral boundary surveying and land register over the selected two test areas. The comparative accuracy result of all boundary points by digital stereo plotting is satisfied with accuracy requirement according to the criteria of the enforcement regulation of cadastral surveying, whereas it exceeded allowable error of ${\pm}0.07m$, more strictly specified in the Special Act on Cadastral Renovation. And about 20% of the total 70 parcels extracted by digital plotting are out of area tolerance in Jecheon study area, and 10% of the total 19 parcels in Suwon study area. The parcels exceeding accuracy limit are mostly due to the occlusion caused by building roof or eaves, and the obstacles such as trees existing on the boundary. Furthermore, an object identification is impossible in image because of vague boundary reference in case of nonexistence of man-made structures or natural features. Therefore, the utilization of boundary identification stickers is recommended as a solution for these types of land parcel.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
• /
• v.35 no.6
• /
• pp.535-544
• /
• 2017

UAVs (Unmanned Aerial Vehicle) are generally classified into fixed-wing and rotary-wing type, and both have very different flight characteristics each other during photographing. These can greatly effect on the quality of images and their productions. In this paper, the change of the camera rotation angle at the moment of photographing was compared and analyzed by calculating orientation angles of each image taken by both types of payload. Study materials were acquired at an altitude of 130m and 260m with fixed-wing, and at an altitude of 130m with rotary-wing UAV over an agricultural land. In addition, an accuracy comparison of boundary surveying methods between UAV photogrammetry and terrestrial cadastral surveying was conducted in two parcels of the study area. The study results are summarized as follows. The differences at rotation angles of images acquired with between two types of UAVs at the same flight height of 130m were significantly very large. On the other hand, the distance errors of parcel boundary surveying were not significant between them, but almost the same, about within ${\pm}0.075m$ in RMSE (Root Mean Square Error). The accuracy of boundary surveying with a fixed-wing UAV at 260m altitude was quite variable, $0.099{\sim}0.136m$ in RMSE. In addition, the error of area extracted from UAV-orthoimages was less than 0.2% compared with the results of the cadastral survey in the same two parcels used for the boundary surveying, In conclusion, UAV photogrammetry can be highly utilized in the field of cadastral surveying.

• Journal of the Korean Association of Geographic Information Studies
• /
• v.19 no.1
• /
• pp.80-93
• /
• 2016

Parcel boundary demarcation in agricultural area is commonly performed by terrestrial surveying methods, which have been pointed out as drawbacks to require consuming too much time and heavy expenditure. With the developments of high performance digital aerial cameras, however, studies on cadastral boundary demarcation with an aerial photogrammetric method attract a great attention in recent years. In this paper, an approach is presented to rapidly demarcate parcel boundaries coinciding with real ground ones in agricultural areas by extracting boundaries from the high resolution aerial orthoimages based on aerial targets. In order to investigate the feasibility of the proposed method, the accuracy of coordinates and area of parcel boundaries extracted from the aerial targets appeared in orthoimages compared with that of terrestrial boundary surveying results over the selected two test agricultural areas. Aerial image data were processed taken by a ADS80 digital camera with a GSD of 8cm in Changwon region, and by a DMCII camera with a GSD of 5cm in Suwon respectively. The result shows that the accuracy of parcel demarcation using aerial images is within the tolerance limits of coordinates and areas compared with that of terrestrial surveying. The proposed method using aerial target-based high resolution aerial images is therefore expected to be usefully applied in the agricultural parcel demarcation.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
• /
• v.34 no.1
• /
• pp.53-62
• /
• 2016

In recent years, UAV Photogrammetry based on an ultra-light UAS(Unmanned Aerial System) installed with a low-cost compact navigation device and a camera has attracted great attention through fast and accurate acquirement of geo-spatial data. In particular, UAV Photogrammetry do gradually replace the traditional aerial photogrammetry because it is able to produce DEMs(Digital Elevation Models) and Orthophotos rapidly owing to large amounts of high resolution image collection by a low-cost camera and image processing software combined with computer vision technique. With these advantages, UAV-Photogrammetry has therefore been applying to a large scale mapping and cadastral surveying that require accurate position information. This paper presents experimental results of an accuracy performance test with images of 4cm GSD from a fixed wing UAS to demarcate parcel boundaries in agricultural area. Consequently, the accuracy of boundary point extracted from UAS orthoimage has shown less than 8cm compared with that of terrestrial cadastral surveying. This means that UAV images satisfy the tolerance limit of distance error in cadastral surveying for the scale of 1: 500. And also, the area deviation is negligible small, about 0.2%(3.3m²), against true area of 1,969m² by cadastral surveying. UAV-Photogrammetry is therefore as a promising technology to demarcate parcel boundaries.

• Journal of the Korean housing association
• /
• v.22 no.5
• /
• pp.81-90
• /
• 2011

The purpose of this study is to examine if orientation, location of entrance, court yard of existing old houses are consistently maintained when houses are newly built fitting the changed lots system, and the changed road system for Topdong 'Yangdalmal' in the existing old settlements in old center Cheongju. The lots was spilt up into 15 lots in 1913, 38 lots in 1968, and 75 lots in 2010. Among them, The lots maintained are 19 lots and the lots subdivided are 56 lots. 12 houses are newly built among the 19 shape-maintained lots and 41 houses are newly built among the 56 split up lots. Most of the new houses have south-facing orientation. Main entrance near the old road keeps the direction of the previous entry. Houses built in 1970s and 1980s keep their original court yards but they are disappearing year by year by new type of houses in 1990s.

• Journal of the Korean Institute of Traditional Landscape Architecture
• /
• v.31 no.2
• /
• pp.82-91
• /
• 2013

This study was performed in order to analysis the landscape change and cause of scenic sites and surrounding environment is located in the Urban Residential Area since modern. The study was carried out using of field observations, literature review, cadaster map analysis from 1962 to 2010, and survey. It trace about Seongnagwon, Mapo Choi Sa-Young's old house, Seoul Seonjamdanji, Seoul Hanyang castle and those can be process of change per period. Also, it examine to original view of cultural assets and analysis about lots alteration with landscape alteration. Seongnagwon has original view which constructed the Songseokjeong and pond in 1954. Mapo Choi Sa-Young's old house has original view that move to Sungbook-dong and restore an old house. Seoul Seonjamdanji has it define original view that remained ruins by 1960's development. Seoul Hanyang castle has original view that stone fortress. Seongnagwon's landscape was changed by institutional factors. Mapo Choi Sa-Young house's landscape was changed by society economic factors. Seoul Seonjamdanji was changed by society economic and institutional factors. Seoul Hanyang castle was changed by technical and institutional factors. Generally cultural heritage of Sungbook-dong was changed by institutional and society economic factors. It is guessed that Seoul urban planning influenced Sungbook-dong development. The establishment of capitalistic economy system was backgrounds to it. Therefore, it expect to realized desirable landscape alteration that recognized potential value as culture resources.

• 주택과사람들
• /
• s.14
• /
• pp.66-67
• /
• 1991

[ $\circ$ ] 정부는 관계부터 합동으로 3.11부터 조사에 착수한 약 2,500만필지에 대한 개별토지가격 조사작업을 5.4(55일간)에 끝내고 지방토지평가위원회의 심의에 들어갔다. (건설부, 국세청, 지방자치단체공무원 20,500여명과 자문요원인 486명의 감정평가사 동원) $\circ$ 이번에 조사된 개별토지가격은 오는 5.20까지 지방 토지 평가 위원회의 심의를 거쳐 5.22부터 6.11까지 토지 소재지 읍$\cdot$면$\cdot$동사무소에서 주민열람을 실시케 하고 토지 소유자 및 이해관계인은 조사된 지가에 대하여 이의가 있을 경우에는 의견을 제출할 수 있도록 하였으며, $\circ$ 또한 지가산정의 공평성과 정확성을 기하기 위하여 해당 지역 사정에 정통한 지역인사로 구성된 읍$\cdot$면$\cdot$동 지가심의회의 심의를 거친 후, 감정평가사, 한국감정원 직원, 토지 및 세무담당공무원 등 전문가로 구성된 시$\cdot$군$\cdot$읍 단위 지방토지평가위원회에서 심의하도록 하였으며, 이러한 절차를 거친 후 중앙토지평가위원회의 심의와 건설부장관의 확인을 받아 6.29까지 시장, 군수, 구청장이 지가를 결정하게 된다. $\circ$ 이렇게 하여 결정된 지가는 토지초과이득세, 양도소득세, 증여세, 상속세 등의 산정기준, 택지초과소유부담금 및 개발부담금의 산정기준, 종합토지세의 과세표준 결정자료, 기타 토지공개념관련제도 시행을 위한 지가산정기준 등으로 활용된다.

• Spatial Information Research
• /
• v.9 no.1
• /
• pp.107-124
• /
• 2001

The purpose of this research is to develop system and to establish methodology for managing spatial Database in Land Management Information System(LMIS). Spatial Database which is used by a various public department such as parcel survey and registry, land use planning and Land value appraisal in local government, is composed of parcel map, topographic map and zoning map. Spatial data has been constructed and managed by various department and then hard to maintain accuracy and coinsistency. So, it is important to establish the basic data management concept that source data(ex : parcel map, topographic map, zoning map, etc.) should be managed by responsible department. at the same time, application data for bussiness (ex : individual parcel price map) must be recomposed from base map by it's own objects. This is, Spatial data management system (SDMS) should be designed, developed according to this concept for managing consistency among data, reducing construction and management cost of database. Our SDMS was developed based on Open LMIS middleware architecture using OpenGIS CORBA specification for standard interface, RUP(Rational Unified Process) for development methodology, UML(Unified Modeling Language) for system design and VisiBroker, C++, CAD system for system implementation.

• Research in Plant Disease
• /
• v.16 no.1
• /
• pp.48-58
• /
• 2010

In Korea, EBI fungicides which are highly effective for control of pear scab and rust but of high risk for development of resistance have been frequently sprayed by majority of pear growers. To detect any possible resistance or reduced sensitivity in the field strains of scab fungus to five EBIs, difenoconazole, fluquinconazole, flusilazole, fenarimole and hexaconazole, sensitivity tests were conducted with fungal specimens collected in Ulsan and Naju where scab usually occurs and EBIs have been intensively sprayed for many years. As the strains for which $EC_{50}$ values of the EBIs were largely shifted from those of base-line were occasionally found, the resistant or less sensitive strains were supposed to be distributed. In the activity test for the EBIs by artificial inoculation, in which EBI-treated pear leaves on the potted seedlings were inoculated with fungal spores collected in the two regions, development of resistances to EBIs were confirmed. Since the fungal spores collected at 4 and 2 orchards in Naju and Ulsan, respectively, produced much higher disease incidence on the leaves treated with hexaconazole than those on the untreated control, those fungal specimens were determined as resistant to hexaconazole. Similar results were also obtained with two specimens from Ulsan for flusilazole.