• Journal of The Korean Society of Grassland and Forage Science
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• v.16 no.3
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• pp.219-224
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• 1996

Silage comkv, suwwn 19). sorghum $\times$ sudangrass(p. 988) and winter ryeNaton) were cultivated on imperfectly drained paddy field under two different draining methods, subsurface darinage by PVC pipes and open ditsched surface drainage. The crops were harvested at the stage of hard dough for corn and soft dough for wrghum and rye. The soil physical properties. soil colors. soil structure and soil wetness were improved in the subsurface drainage. Gravitational water table occured depth in 110 cm(dry season)~75cm(rain season). In soil profile description, yellowish brown with yellowish red mottles and well developed granular structure were found in the surface A horizon. The portion of solid phase in subsoils(B horizon) was reduced from 48.6%(undrained) to 43.7 %. A blocky structure with dark gray to gray were described in the open ditsched surface drainage. Severe wet depression of the crops was observed due to it's higher moisture contents, where the gravitational water occured depth in 25~37cm during the rainy season. The chemical properties of paddy soils were less affected by drainage methods. The concentration of available phosphate. organic matter and exchangeable K, Ca and Mg were decreased in the subsurface drained soils. The annual dry matter yields of com-rye cropping were 17.8 ton in the undrained, 21.6 ton in the open ditsch drainage and 35.9 ton/ha in the subsurface drainage.

• Proceedings of the Korean Society of Disaster Information Conference
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• 2016.11a
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• pp.433-434
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• 2016

본 논문에서는 최근 발생하는 다양한 기후변화 문제에 따라 복합적인 침수가 많이 발생한다고 판단하여 침수의 복합원인을 찾아내고 그에 따른 값을 모의하게 된다. 침수의 요인으로는 크게 제내지 배수불량에 따른 내수침수와 하천의 수위가 높아져 월류하게 되는 외수범람이 존재한다. 기존의 연구들은 내수침수와 외수범람을 독립적으로 침수해석하여 단순한 선형합의 형태로 내외수 침수를 산정하였으나, 본 연구에서는 2차원 동수역학모형인 HDM-2D 모델을 이용하여 내수침수와 외수범람의 독립적인 모의는 물론 복합적인 모의를 하여 비교, 분석 하고자 한다. HDM-2D모델은 3가지 모형으로 구성된다. 첫째는 2차원 천수방석식과 유한요소법 이산화로 구성된 흐름해석 모형이다. 둘째는 ERG (Exponentially Growth Rate) 기법에 의하여 생성/소멸 기작이 적용된 내수침수 해석 모듈이다. 마지막은 Petrov 안정화 기법에 의한 충격파 전달 해석이 적용되며, Flux-blocking 알고리즘으로 마름/젖음을 안정적 모의할 수 있는 외수범람 해석 모듈이다. 이러한 모델을 통해 내수침수와 외수범람을 독립적, 복합적으로 모의를 진행한다.

• Proceedings of the Korea Water Resources Association Conference
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• 2017.05a
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• pp.288-288
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• 2017

최근 우리나라뿐만 아니라 세계에서는 기후가 변화함에 따라 다양한 문제들이 발생하고 있으며 복합적인 위험의 증가도 함께 나타났다. 이러한 기후의 변화로 인해 집중 호우가 발생하는 빈도가 많아지면서 여러 요인들의 의한 침수가 반복적으로 나타나고 있다. 침수의 요인으로는 크게 내수침수, 외수범람, 해수범람이 존재하게 된다. 내수침수의 경우는 펌프나 우수관 등의 문제로 제내지 배수 불량이 발생하여 물이 하천으로 배수 되지 못했을 때 발생하게 되고, 외수범람의 경우는 홍수나 폭우에 의해 하천의 수위가 높아져 제방을 월류할 때 발생, 해수범람은 해수위가 상승하여 발생하게 된다. 본 연구에서는 내수침수와 외수범람을 동시에 복합적으로 모의할 수 있는 2차원 동수역학모형인 HDM-2D(Song. 2011)를 확장하여 해수-외수-내수 연계 모듈을 개발하였다. 해수 유동 모의 결과를 별도의 입력 파일로 불러들여 ERG (Exponentially Growth Rate) 기법에 의한 내수침수 해석 모형과 Petrov 안정화 기법 기반 충격파의 해석이 가능한 외부 범람모형의 초기 및 경계조건으로 부여하여 동수역학적 연계 모듈을 구성하였다. 해수의 영향을 고려한 해수-외수-내수 연계 모의를 통해 시간에 따른 연안 도시 침수 발생 양상을 분석할 수 있었다. 본 연구는 기후변화에 따라 복합적인 침수가 많이 발생하는 연안도시 지역에서 침수의 복합원인을 찾아내고 침수 예상도를 작성하여 연안도시에 가해지는 피해를 분석하는데 도움이 될 것으로 판단된다.

• Proceedings of the Korea Water Resources Association Conference
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• 2022.05a
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• pp.359-359
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• 2022

빈번하게 발생되는 설계빈도 이상의 국지성 호우로 도시지역의 침수피해가 매년 증가하고 있고 특히 저지대의 경우 우수의 집중 및 하수관거의 통수능 부족으로 인한 우수의 배수 불량으로 다른 지역에 비해 침수피해의 규모가 크게 나타나고 있다. 매년 반복되는 피해를 저감하기 위하여 국가 및 지자체에서는 노후관거 개량 및 통수능 확보를 위한 하수관거 신설 등 다양한 방법을 동원하고 있으나 하수관거 개량 및 신설 또는 지하저류조 설치와 같은 사업들은 많은 예산이 필요하여 지자체의 규모에 따라 예산확보가 어려울 수 있고 해당 사업을 완료하기 위한 사업기간이 오래 걸리므로 즉각적인 효과를 기대하기 어려운 실정이다. 따라서 기존 침수저감을 위한 시설을 설치하기 위한 사업에 비해 예산이 적게 소모되며, 큰 설치부지를 요구하지 않는 유출저감시설이 필요하다고 판단된다. 본 연구에서는 도로부의 노면수를 배수하기 위한 시설인 측구를 우수의 저류를 위한 저류조로 활용한 측구 저류조 개념을 이용하여 도시지역에서 침수저감을 위한 적정규모 산정을 위한 연구를 진행하였다. 빈도 30년의 강우를 적용하여 일반적인 지하저류조를 설치하였을 경우와 측구 저류조를 설치하였을 때의 침수저감효과를 비교하고 지하저류조와 비슷한 저감효과를 나타내기 위한 적정규모 산정과 측구 저류조의 배치방법을 제시하고자 한다.

• Korean Journal of Soil Science and Fertilizer
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• v.41 no.6
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• pp.387-392
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• 2008

It is very important to characterize five major properties of topography, drainage class, soil texture, available soil depth, and gravel content for soil survey. We used multidimensional scaling method for analyzing five major properties for the soils originated from sedimentary rocks to understand their relationships. We simplified 5 major characteristics on soils derived from sedimentary rocks. That is, topographic factor was 15 to 9, soil texture was 32 to 6, drainage class was 6 to 5, available depth was 4, and gravel content was 3. For the viewpoint of eigenvector, from dimension 2, 3 to dimension 1, 4, mountain soils and more fine soils dominated. By eigenvalue, there was no tendency, but in details, was some tendency between small groups. Like this, closely observe exceptional distribution of soils, we need improved intra-group homogeneity based on weight control of soil factor, addition and subtraction of soil factors. Also, we carefully analyzed soil characteristics involved intra-group, then we need reconsideration of past classification units.

• Korean Journal of Soil Science and Fertilizer
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• v.2 no.1
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• pp.69-73
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• 1969

In order to improve nearly unarable soils, poor in humus and poorly drained coarse textured, derived from fluvio marine deposit; a factorial experiment have been conducted to find out the influence of compost, increased potassium application and split application of potassium on the yield and germination of soybean variety Haman. The result obtained arid discussed may be summarized as follows. (1) The soybean yield increase was significant by the application of compost, increased amount of potassium and split application of potassium. (2) The application of compost significantly increased the numbers of germination. (3) The increased amount of potash and split application of potash fertilizer showed an apparent effect on the increase of germination and grain numbers per plant. (4) There was a positive relation between the number of grains per plant and the number of pods per plant, however, the increased numbers of pods per plant has not a direct effect for the increase of soybean yield per unit area. (5) Above results suggests that the improvement of nearly unarable Woolsuk Island soils derived from fluvio marine coarse material may be possible by the application of compost, increased amount and split application of potash fertilizer.

• Journal of Wetlands Research
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• v.22 no.4
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• pp.328-336
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• 2020

In this study, the soil characteristics of peat layer in Korea were analysed to predict new peat distribution areas in Taean, Chungcheongnam-do. The soil characteristics of peat distribution areas in Taean were compared with those in other areas in Korea. In Korea, peat researches were conducted in various regions, such as Taean in Chungcheongnam-do, Pyeongtaek in Gyeonggi Province, Gangneung in Gangwon-do, Ulsan, Iksan in Jeollabuk-do and Jangheung in Jeollanam-do. We summarized a) topographic distribution, b) deposition type, c) soil drainage classes, and d) soil suborder of previously studied area to determine criteria for prediction of peat distribution area. Through a case study, the type of peat layer distribution area in Taean were divided into two; (1) a) valley, b) co-alluvium, c) somewhat poorly drained, d) aqualfs and (2) a) marine plain, b) alluvium, c) very poorly drained, d) aquepts. A field survey was conducted to confirm the distribution of the actual peat layer. All peat layer were located within 10-km from the coastal line which is similar to previous studies, and the peat layer was characterized with pH 5, humic acid content of less than 15% and dark brown color. The new peat layer in Taean was deeper, thicker and less humificated than other studied areas.

• Korean Journal of Soil Science and Fertilizer
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• v.34 no.2
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• pp.105-109
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• 2001

Poorly drained coarse textured paddy soils has harmful substances(e.g. $Fe^{2+}$, $H_2S$, organic acid etc.) due to reduction condition, and lower soil temperature during early stage of rice crop. The roots of the rice plant usually were distributed in the surface layer, and prone to lodged. To solve the problems, the study was carried out in the typical poorly drained, sandy loam textured paddy soils during 1997-1998. Coated urea and urea fertilizers were applied on the surface and whole layer mixed respectively. Yield of the surface fertilization of coated urea had increasing tendency but not significant. Advantages of this experiment was saving of about 30% of nitrogen fertilizer and top dressing labour, which would reduce possibility of water pollution.

• Korean Journal of Soil Science and Fertilizer
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• v.42 no.5
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• pp.355-363
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• 2009

Double cropping system of oilseed crops introduced rape and castor bean was studied in the newly reclaimed tidal land of Korea. Surface soil EC to reach at 50% of growth reduction to the tallest height of crops was estimated $4dS\;m^{-1}$ for castor bean and $6dS\;m^{-1}$ for rape by logarithmic function. The castor bean cultivated during rainy summer much more suffered serious growth and yield reduction by flooding damage in the Hwaong and Yeonsangang reclaimed lands having low soil conductivity and finer textured soil than in the Iweon reclaimed land having higher soil conductivity and coarse sandy textured soil. Rape cultivated during dry winter-spring much more suffered serious growth and yield reduction by high soil salinity come from re-salting process. 50% yield reduction was estimated at $2.0\;2.5dS\;m^{-1}$ of surface soil EC by logarithmic function. Consequentially, it was concluded that oilseed production for energy by double cropping system of rape and castor bean might be possible under good controling soil salinity below $4dS\;m^{-1}$ for castor and $3dS\;m^{-1}$ for rape in the newly reclaimed land of Korea.

• Journal of Korea Water Resources Association
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• v.39 no.6 s.167
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• pp.479-486
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• 2006

In this study, 2-D seepage analysis is conducted for the evaluation of Box-Culvert installation, Cut-off Wall Length, permeability reduction of soil under the Box-Culvert effects on Levee Box-Culvert safety. The result of analysis it is obtained that the safety of seepage and slope stability of levee is declined by the installation of Box-Culver. And also obtained that the piping from poor compaction and cavity around Box-Culvert Is Prevented by the Cut-off wall installation below breast wall and levee toe, so it is recommended that the Cut-off Wall below breast wall and levee toe must be installed. And the Cut-off Wall installed below levee center is considered when the safety of piping is declined for the whole levee section. On the other hand, for the realistic analysis it is recommended that the 3-D seepage analysis is more suitable for the safety evaluation of Box-Culvert installed levee when it is considered that the saturated field is dispersed to the ground.