• Magazine of the Korean Society of Agricultural Engineers
• /
• v.31 no.2
• /
• pp.54-65
• /
• 1989

지난 40년간 한국에서는 농업생산 특히 쌀 생산의 가속화를 위한 노력으로서 관계사업에 큰 비중을 두어 왔다. 따라서 관계건설과 농지개량에대한 투자는 괄목할 만큼 신장되어 1960년 대 이래 총투자액은 미화 61억달러에 달하고 있다. 그 결과 관계에 대한 잠자력과 관계면적은 크게 확장되어 지난 40여년간 순관계면적은 1945년의 188.200ha로부터 1988년의 195.750ha로 증가 되었으며 이 숫자는 한구구 총 수면적의 73%에 이르는 면적이다. 한국에는 농업수자원의 개발과 관리를 계획, 실시하는 임무가 부여된 국가기관이 있다. 그러나 이에 관련되는 국가수준의 기관이 하나이상이므로 관련되는 기관간의 통합이 문제로 제기되고 있다. 이러한 문제는 얼마간 인식디되고 있지만 아직도 심각하게 남아 있다. 농지개량조합 농촌근대화촉진법에 의하여 조직되고 운영되고 있다. 각 조합에서는 관계관리에 대한 정책, 관계수 분배계획 수자원관리 등을 담당하는 농민관계단체인 흥농계가 조직되고 있다. 농가수준에서의 관계개발 및 관리에 관련되는 문제점 및 주요쟁점은 다음과 같음을 확인할 수 있었다. 1. 관계조직 및 물 사용의 저효율 2. 몽리 구역내의 부과 합리화 및 징수방법 3. 수제의 부과 합리화 및 징수방법 4. 현재의 낡은 관계조직 5. 관계시설을 효율적으로 운영, 유지관리 하기위한 훈련된 인력 6. 관련 기관간의 통합 한국의 현 경제성장 단계에 비추어 볼 때 물의 수요와 수자원의 고갈이 증대되고 있으며 새로운 수자원 개발은 점점 어려워지고 또 고가이다. 따라서 더 이상의 발전을 위해서는 토지와 수자원의 효율적이고 경제적인 이용은 물론 현재 관계조직의 개선과 집중적인 관리가 강조 되어야할 것으로 생각된다.

• Journal of The Korean Society of Agricultural Engineers
• /
• v.53 no.1
• /
• pp.47-55
• /
• 2011

기후변화는 피할 수 없으며 다음 세기에도 계속될 것이다. 이는 생태계와 토지와 물과 같은 자연자원의 이용에도 영향을 미칠 것이다. 연구 결과에 의하면 아프리카는 낮은 경제수준과 지역적 다양성으로 인하여 기후변화에 가장 취약한 지역 중의 하나이다. 짐바브웨는 한계농지가 황폐화가 되는 등 농업분야가 특히 기후변화에 취약하다. 본 논문에서는 짐바브웨의 주요 옥수수 재배지역에 대하여 기후변화가 옥수수의 필요수량에 미치는 영향을 공간적 및 시간적으로 분석하였다. 미래 기후예측은 HadCM3 전지구 모형 결과에 change factor를 곱하여 추정하였다. 배출가스 시나리오는 A2b 및 B2a를 선정하였고, 시간대는 2020s, 2050s 및 2080s 각각 30년간에 대하여 분석하였다. 기준작물 증발산량은 Penman-Monteith 공식으로, 순관개량은 CROPWAT 모형을 이용하여 구하였다. 순관개량의 공간적인 분석은 GIS를 이용하였다. 분석 결과 대상지역은 강우량이 감소하고 관개의 필요성이 크게 증가할 것으로 나타났다. 2080s의 필요수량은 기준년도 (1961-1990)에 비하여 93 내지 115 % 증가할 것으로 예측되었다. 이 증가는 기온의 증가와 강우량의 감소에 기인한다. 대상 지역에 대한 기후변화 대응 전략 수립과 영향 저감대책에 대한 추가적인 연구가 필요하다고 하겠다.

• Korean Journal of Soil Science and Fertilizer
• /
• v.11 no.4
• /
• pp.271-281
• /
• 1979

The neccessity of hillside land reclamation for food production in Korea is no matter of question. Accordingly, the Government has launched some large scale hillside land reclamation projects. From the past experiences followings are pointed out as to the rational hillside land reclamation engineering methodologies. 1. It is observed that due to the shortages in labor and high wage, the machanization in hillside land reclamation will be an urgent subject. 2. There are several engineering methods for the reclamation of hillside lands; contour terracing, improved contour terracing, bench terracing and sloping bench terracing. 3. Selection of suitable methods will demand the considerations on the topography, particularly degree of slope, and the land use after reclamation. For ordinary crops cultivation, slope should be low and contour terracing is to be recommended, to enable the introduction of machines. In case of grass land development, after smoothing the land surface, improved contour terracing might be selected. And for the orchard development, sloping bench terracing with the construction of roads between the terrace will be suitable.

• Journal of the Korean Society of Hazard Mitigation
• /
• v.8 no.5
• /
• pp.15-21
• /
• 2008

The purpose of this study is to estimate deterioration assessment for weighting factors in pipe network for which each local selfgovernment takes rehabilitation and replacement work at present time. Deterioic hierarchy process(AHP), calculates the weighting factors. The appropriate marks matrix of sixteen deterioration factors are made for the precise decision standard of pipe condition through the result of this analysis. The marks matrix of sixteen deterioration factors can solve the complicated decision making problems of pipe rehabilitation workration factors in the pipe network might be influenced by local factors, such as province, location, or land use, in water supply systems. In this study, the sixteen deterioration factors are determined suitable for domestic situation based on the pipe deterioration factor data inside and outside of the country. Also, we select persons in charge of calculating the detail weighting factors and do survey about important level of each deterioration factors. Delphi method, a question survey method applying the analyts.

• Journal of the Korean Geotechnical Society
• /
• v.17 no.6
• /
• pp.69-83
• /
• 2001

In order to make use of finished municipal landfill as a construction site, it is necessary to consider environmental and geotechnical aspects for the ground improvement and application of waste landfill. In environmental aspect, methods for management of landfill gas and leachate have to be established, and in geotechnical aspect, it is necessary to investigate available method for constructing structure foundation. In this study, the finished landfill was selected for pilot test. Investigation about the environmental characteristics of the waste landfill was performed to establish the methods far management of landfill gas according to monitoring the gas quantity and to investigate economical efficiency according to utilizing landfill gas. Investigation about cases of utilizing the waste landfill in Korea and abroad as construction site was performed and pilot tests were performed to analyze the improvement effects of methods such as dynamic compaction method and PG pile method available to waste landfill. The results of this study showed that economical profits could be gained by utilizing landfill gas and improved waste landfill, besides, dynamic compaction method was effective in case of improvement depth being shallow, and PG pile method was effective in case of improvement depth being deep.

• Journal of the Korean Geosynthetics Society
• /
• v.21 no.2
• /
• pp.31-38
• /
• 2022

Recently, irregular torrential rainfall have frequently occurred due to abnormal climate, and landslide damage is increasing. In Korea, more than 70% of the total land is mountainous areas, appropriate measures are needed to prevent landslides by heavy rainfall. When improved soil is applied to the surface of the slope, it is possible to suppress an increase in groundwater level due to rainfall penetration and secure stability of the slope. In this study, the appropriate depth of improved soil that can confirm the increase in groundwater level and secure stability by applying improved soil to the weathered soil slope was studied. A total of three cases were analyzed for the slope of the cross-section: standard slope for weathered soil (1:1.5, 1:1.8, and 1:2.0). For rainfall conditions, referring to the regional frequency probability rainfall provided by the Water resource Management Information System, the increase in groundwater level by stage was confirmed by assuming a 500-year frequency precipitation maximum duration of 48 hours. As a result of the study, in the case of natural slopes, the slope was completely saturated before 48 hours the rainfall duration, and there was a possibility of collapse. the improvement depth in the slope of 1:1.5 was appropriate for more than 1m from the surface regardless of the rainfall duration, and in the the slope of 1:1.8 was appropriate of 1m for more than 36 hours. in the slope of 1:2.0, it was appropriate for that safety when improved soil of 0.5m for rainfall duration 48 hours or more.

• Journal of the Korean Society for Railway
• /
• v.20 no.1
• /
• pp.76-84
• /
• 2017

Recently, the 'Ecological Network Restoration Project at Chupungnyeong' has been placed; this project is located at the center of the Baekdu mountain spine, the core of the ecological network of the Korean Peninsula. In the process of industrialization since the early 1900s, this area has been under railroad and road construction; as such, wildlife movements have been interrupted and many cases of road-kill have been found. The investment in railroads has increased because railroads are an environmentally sound means of transportation. Single track railways have been converted to double track electric railways and track reforming projects are underway in order to speed up the current railway system. This study suggests to take land use as a standard for assessing the ecological weaknesses of the domestic geo-spaces that are to be affected by rapid extension of railway lines. The land cover map issued by the Ministry of Environment was overlapped with the Korean Railway Line Map for analysis. The results showed that five items were high in sensitivity: paddy fields, fields, deciduous forests, bare land, and inland waters. It seems to be necessary to set weights for highly sensitive land use types; also, specific evaluation criteria need to be reestablished.

• Korean Journal of Environmental Biology
• /
• v.36 no.4
• /
• pp.567-575
• /
• 2018

The soil physical quality is a core factor in achieving two of sustainable agriculture's goals: productivity and environment. The purpose of this study was to assess changes in soil physical properties for nearly a decade through periodic monitoring of three cultivation types: upland, orchard, and paddy. Field surveys and lab analysis were conducted to determine the soils physical properties after every 4 years; upland (2009, 2013, and 2017), orchard (2010 and 2014), and paddy (2011 and 2015). In each year soil samples from 162-338 sites were collected. The bulk density of upland subsoil decreased from $1.53Mg\;m^{-3}$ to $1.50Mg\;m^{-3}$ while the plowing depth and subsoil organic matter increased from 13.7 cm to 19.5 cm and from $12.6g\;kg^{-1}$ to $18.3g\;kg^{-1}$ respectively during the period 2009-2017. Plowing depth for orchard increased from 16.7 cm to 18.9 cm. However, organic matter content decreased from $15.9g\;kg^{-1}$ to $15.4g\;kg^{-1}$ during the 2010-2014 period. For paddy, plowing depth and subsoil organic matter decreased from 17.5 cm to 16.7 cm and from $17.5g\;kg^{-1}$ to $15.8g\;kg^{-1}$ respectively. The subsoil bulk density increased from $1.47Mg\;m^{-3}$ to $1.52Mg\;m^{-3}$ from 2011-2015. Excess ratio for soil physical standards increased from 16% to 22% in orchard, 56% to 62% in paddy, and decreased from 41% to 29% in upland. The overall soil physical quality had been ameliorated for upland, but degraded for paddy. Improved tillage practices and application of appropriate organic matter is necessary to enhance the quality of soils, especially in the paddy field.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2011.05a
• /
• pp.457-457
• /
• 2011

저영향개발(LID, Low Impact Development)은 물순환체계 개선을 위해 녹색 공간의 확보, 자연형 공간 조성, 자연상태의 수문순환 기능의 유지 기법 등을 활용한 개발 대상지에서의 강우유출 및 비점오염원의 영향을 최소화할 수 있는 새로운 방법이다. LID는 강우 유출수의 지하침투, 강우 종료시 증발산량의 확보, 강우 유출수의 재이용 등을 통한 강우 유출량을 최소화하는 것에 그 목적이 있다. LID 방법은 우수저류 공원, 생태저류지, 지붕층 저류공원, 보도 저류공간, 인공습지, 완충녹지대, 수목 보존지대, 지붕층 배수관, 강우 저장조, 투수성 포장, 토양 개량, 불투수층 최소화, 비점오염원 저감 등으로 효율성, 경제성, 유연성, 합리성, 토지 가치증대 등의 장점이 있다. 영산강 수계의 BOD 배출부하량이 점오염원(21,019kg/일)과 비점오염원(50,047kg/일)의 비율이 3:7 로 비점오염원 배출부하량이 훨씬 큰 상태이다. 특히, 광주광역시, 농업용 토지, 축산계 등의 비점오염원이 영산강 수질에 크게 영향을 미치고 있다. 따라서 본 연구에서는 비점오염원의 영향이 큰 영산강 수계를 대상으로 앞으로 이루어지는 개발계획을 분석하여 LID 기법을 적용하였을 때 영산강 수질에 미치는 영향을 모델링을 통해 예측하고자 한다. 수질개선에 어느 정도의 효과가 있는지 검증하기 위해 국내 실정에 맞고 QUAL2E 모델을 근간으로 WASP5 모형의 장점들을 접목시켜 Bottle BOD의 반응기작 및 조류의 생산에 의한 유기물 증가, 탈질화 반응 등 정체수역에서 일어날 수 있는 반응기작을 모의할 수 있도록 보완한 QUALKO2 모형을 이용하여 그 효과를 모의하고자 한다. 본 연구를 통해 LID 기법이 도시화에 영향을 얼마나 덜 주는지, 수계의 비점오염원 효과를 통해 물순환 체계의 개선이 어느 정도로 어루어지는지에 대한 효과를 검증을 할 수 있는 계기가 될 수 있을 것으로 판단된다.

• Magazine of the Korean Society of Agricultural Engineers
• /
• v.13 no.2
• /
• pp.2262-2275
• /
• 1971

Fourteenes rervoirs maintained by the local land improvement associations in the province of Chullabuk-Do and 20 reservoir maintained by thos in the province of Chullanam-Do, were surveyed in connection with a correction between storage capacity and sediment deposit. In addition to this survey, 3,347 of small reservoir, that lie scattered around in the above-mentioned two provinces were investigated by using existing two provinces were investigated by using existing records pertaining to storage capacity in the office of City and country, respectively. According to this investigation the following comclusions are derived. 1. A sediment deposition rate is high, being about $10.63m^3/ha$ of drainage area, and resulting in the average decreasc of storage capaity by 27.5%. This high rate of deposition coule be mainly attributed to the serve denudation of forests due to disorderly cuttings of trees. Easpecially, in small reservoir, an original average design storage depth of 197mm in irrigation water depth is decreased to about 140mm. 2. An average unit storage depth of 325.6mm as the time of initial construction is decreased to 226mm at present. This phenomena causes a greater shortage irrigation water, since it was assumed that original storage quantity was already in short. 3. Generally speaking, seepage rates through dam abutment intakepipe, etc, are high due to insufficient maintenance and management of reservoir. 4. It is recommended that sediment deposit should be dredged when a reservoir is dry in drought. 5. Farmers usually waste excessive irrigation water. 6. Water saving methods should be practiced by applying only necessary water for growing stage of rice. 7. In are as where water defficiency for irrigation is severe, a soil moisture content should be kept at about 70% by applying water once in several days. 8. Tube wells should be provided so as to exploit ground water and subsurface current below stream bed as much as possible. 9. If an intake weir was constructed, a water collection well should be built for the use in drought. 10. Water conservation should be forced by converting devastated forests contained in the drainage area of reservoir to protected forests so as to take priority of yrefor estation, gully control, the prohibition of disorderly cutting of trees, etc. 11. Collective rice nurseries should be adopted, and it should be recommended that irrigation water for rice nurseries is supplied by farmer themselves. 12. Sediment desposit in reservoir should be thoroughly dreged so as to secure a original design storage capacity. 13. The structure of overflow weir should be automatic so as to freely control flood level and not to increase dam height.