• Proceedings of the KAIS Fall Conference
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• 2006.11a
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• pp.302-304
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• 2006

본 논문에서는 축산폐수로 오염된 지하수를 복원하기위하여 투수성 반응벽을 지반속에 설치하여 오염된 지하수가 투수성 반응벽을 통과하도록 함으로서 오염상태가 저하되는 공법을 실험적으로 수행하였다. 투수성 재료로는 황토와 모래를 사용하였으며 실험결과 총인(T-P)과 총질소(T-N)의 저감 효과를 확인할 수 있었다.

• Proceedings of the Korean Society for Rock Mechanics Conference
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• 1994.03a
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• pp.38-51
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• 1994

지하원유비축 기지 저장공동의 원유 유출이나 기화누설을 방지하기 위하여 지하수압을 조절하는 수벽공의 운영이나 공동주위 암반의 그라우팅 공법 설계에 있어서는 공동의 굴착으로 인한 주위 암반의 변형에 따른 투수계수의 변화와 지하수위의 변화에 대한 해석이 대단히 중요하다. 본 연구에서는 순간증압법을 이용한 삼축압축하의 암석의 투수계수 측정을 통하여 변형율과 투수계수와의 관계함수식을 구하였다. (중략)

• Journal of the Korean Wood Science and Technology
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• v.25 no.2
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• pp.88-99
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• 1997

뉴질랜드산(産) 라디아타소나무의 수간(樹幹) 및 지재(枝材)에 발달(發達)되어 있는 압축이상재(壓縮異常材), 대응재(對應材) 및 측면재(側面材)의 해부학적(解剖學的) 특성(特性)을 광학현미경(光學顯微鏡), 주사전자현미경(走射電子顯微鏡) 그리고 투과전자현미경(透過電子顯微鏡)을 이용하여 조직학적(組織學的) 및 구성요소(構成要素)의 수량적(數量的) 측면(側面)에서 비교(比較), 검토(檢討) 하였다. 조직학적(組織學的)인 면(面)에서 볼 때 춘재(春材)로부터 추재(秋材)로의 가도관(假導管) 이행(移行)은 대응재(對應材)나 측면재(側面材)보다 압축이상재(壓縮異常材)가 훨씬 더 점진적(漸進的)이었다. 편심생장(偏心生長)으로 인해 연륜폭(年輪幅)은 압축이상재(壓縮異常材)가 가장 컸고 그 다음이 측면재(側面材) 및 대응재(對應材)의 순이었으며 추재솔(秋材率) 역시 압축이상재(壓縮異常材)가 대응재(對應材) 및 측면재(側面材)보다 컸다. 횡단면상(橫斷面上) 가도관(假導管) 형상면(形狀面)에서 압축이상재(壓縮異常材)가 원형(圓形)을 나타내는 반면 대응재(對應材)와 측면재(側面材)는 각형(角形)을 띠고 있었다. 또한 압축이상재(壓縮異常材)에서만 가도관(假導管)의 세포벽(細胞壁)에 나선강(螺旋腔)과 나선열(螺旋裂) (helical cavity and check), 슬릿(slit)형(形) 벽공구(壁孔口)가 존재(存在)하였으나 $S_3$층(層)이 결여(缺如)되어 있었으며 굴곡(屈曲)된 선단(先端)과 불규칙(不規則)한 형상(形狀)의 가도관(假導管) 및 세포간극(細胞間隙)이 자주 관찰(觀察)되었다. 직교분야(直交分野) 벽공(壁孔)은 압축이상재(壓縮異常材)가 가문비나무형(型) 그리고 대응재(對應材) 및 측면재(側面材)는 소나무형(型) 벽공(壁孔)을 나타냈다. 수량적(數量的) 특성(特性) 면에서 볼 때 가도관(假導管)의 길이는 압축이상재(壓縮異常材)가 가장 짧고 측면재(側面材)가 가장 길었으며 가도관(假導管)의 벽(壁) 두께는 압축이상재(壓縮異常材)가 대응재(對應材)나 측면재(側面材)보다 두꺼웠다. 수직수지구(垂直樹脂溝)는 대응재(對應材)가 그리고 수평수지구(水平樹脂溝)(방추형(紡錐形) 방사조직(放射祖織))는 압축이상재(壓縮異常材)의 쪽이 많았다. 결론적(結論的)으로 보면 라디아타소나무의 압축이상재(壓縮異常材)는 근본적으로 대응재(對應材)나 측면재(側面材)와는 상이(相異)한 특성(特性)을 지녔으나 대응재(對應材)와 측면재(側面材)는 거의 유사(類似)한 특성(特性)을 공유(共有)하는 것으로 밝혀졌다.

• Journal of the Korean Wood Science and Technology
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• v.42 no.6
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• pp.635-645
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• 2014

The anatomical characteristics of eight major wood species planted in Indonesia were investigated to provide valuable information for their effective utilization. The growth-ring boundaries of Damar and Sumatran pine were indistinct. Resin canal was found in Sumatran pine but it was not observed in Damar. Cupressoid pit and taxodioid pit were found in Damar and window-like pit and pinoid pit were observed in Sumatran pine. Tracheid length of Damar and Sumatran pine was shorter than $3,000{\mu}m$. There were uniseriate rays in Damar and Sumatran pine and fusiform ray in Sumatran pine. All the hardwood species observed in this study were diffuse-porous. They had different vessel groups, i.e., solitary pore in Afrika and Simpur Batu, pore cluster in Angsana and mostly 2-4 rows of radial pore multiple in Mahoni. Mindi and Trembesi had mostly 2-3 rows of radial pore multiple with paratracheal parenchyma as aliform and confluent types. Afrika, Mahoni and Simpur Batu showed heterocellular rays which composed of procumbent cells in the body and mostly 1-2 rows of upright and/or square cells in the margin. All ray cells procumbent was observed in Angsana, Mindi and Trembesi. The large rays commonly exceeding 1 mm in height and ray width of 3~6 cells were observed in Simpur Batu. The other five hardwood species showed ray width of 1~3 cells. Vessel number per $mm^2$ of Angsana and Simpur Batu was higher than those of the other hardwood species. The length of wood fiber and tracheid showed a tendency to increase from pith to bark. By IAWA list, fiber length of hardwoods was classified into long in Simpur Batu and short in Angsana and Trembesi.

• The Journal of Engineering Geology
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• v.15 no.2 s.42
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• pp.213-227
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• 2005

This study aims to assess the problems with investigation method and to suggest the complementary solutions by comparing the predicted data from surface investigation with the outcome data from underground cavern. In the study area, one(NE-1) of 6 fracture zones predicted during the surface investigation was only confirmed in underground caverns. Therefore, it is necessary to improve the confidence level for prediction. In this study, the fracture classification criteria was quantitatively suggested on the basis of the BHTV images of NE-1 fracture zone. The major orientation of background fractures in rock mass was changed at the depth of the storage cavern, the length and intensity were decreased. These characteristics result in the deviation of predieted predicted fracture properties and generate the investigation bias depending on the bore hole directions and investigated scales. The evaluation of hydraulic connectivity in the surface investigation stage needs to be analyze by the groundwater pressures and hydrochemical properties from the monitoring bore hole(s) equipped with a double completion or multi-packer system during the test bore hole is pumping or injecting. The hydraulic conductivities in geometric mean measured in the underground caverns are 2-3 times lower than those from the surface and furthermore the horizontal hydraulic conductivity in geometric mean is six times lower than the vertical one. To improve confidence level of the hydraulic conductivity, the orientation of test hole should be considered during the analysis of the hydraulic conductivity and the methodology of hydro-testing and interpretation should be based on the characteristics of rock mass and investigation purposes.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2001.09a
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• pp.31-34
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• 2001

지하 LPG 저장기지의 수벽시설이 저장공동 주변 암반에 미치는 영향을 진단하기 위해서 수벽시설의 주입압력을 강하시키면서 간극수압계와 관측공에서의 지하수두 변화를 모니터링하였다. 수벽시설의 관측지점에 대한 효율성은 수치해석으로부터 수벽시설과 관측지점간 매질의 확산능을 구함으로써 분석하였다. 확산능 산출결과를 검증하기 위해서 수벽시설의 압력강하에 따른 관측지점에서의 수두강하비와 수두강하율을 구하여 확산능 결과와 비교하였다. 비교결과, 확산능은 수두강하비, 수두강하율과 일관된 변화를 보여주었으며 확산능의 값이 클수록 수벽공의 압력변화에 따른 관측지점에서의 반응성이 양호함을 나타내었다

• Tunnel and Underground Space
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• v.8 no.2
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• pp.79-86
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• 1998

This study was performed to suggest to suggest suitable design conditions of water curtain system through analysis on pressure down in boreholes by hydraulic tests carried out I construction fields for underground oil storages. The influence by hydraulic conductivities of rock mass around boreholes on pressure down in boreholes was analysed. The relationship between array of boreholes and their pressure down was also analysed. Groundwater flow analysis on crude oil and LPG storages was carried out to evaluate results of field tests and to investigate distribution of hydraulic gradient in rock mass around cavern using finite difference method. As the results, hydraulic tests showed that pressure down in boreholes was inverse proportional to the hydraulic conductivity of surrounding rock mass. The rate of pressure down of boreholes was not influenced by water curtain system more than 20m over cavern and was proportional to installation interval of boreholes. The hydraulic gradient in rock mass around cavern was proportional to distance and interval of boreholes and its value was not satisfactory to oil tightness condition in case of no water curtain system.

• Journal of the Korean Wood Science and Technology
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• v.39 no.1
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• pp.15-20
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• 2011

The pine wilt disease is one of the most serious forest diseases that kill the pine trees, and the study on the invasion and movement of the pine wood nematode within the tree is very important for understanding the inhabitation of pine wood nematode. In this relation, the microscopic observation was carried out to study the place of inhabitation and movement of pine wood nematode within the infested wood. In result, the rays were mainly infested by pine wood nematode and showed dark discoloration due to their necrosis in cross, radial and tangential surface. Also, the intensive damage was found in the resin canals. On the other hand, some traumatic resin canals in tangential band were identified in the sapwood near the cambium. In the ray, the pine wood nematode occurred more commonly in the ray parenchyma cell and fusiform ray with horizontal resin canal than in the ray tracheid and uniseriate ray without horizontal resin canal, respectively. The pine wood nematode was thought to move from ray to tracheid through the large natural opening, window-like pit, in the cross-field, neither through the small natural opening, bordered pit, in the tracheid nor through the tracheid wall by creating a bore hole.

• Journal of the Korean Wood Science and Technology
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• v.41 no.6
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• pp.576-582
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• 2013

To obtain the basic information on wood preservative process using copper, the penetration ACQ-2 preservative agent into Douglas fir wood and its degradational characteristics were investigated. Douglas fir is known to be difficult for preservative agent injection. To find the hindrance factor of the preservatives movement, the ray height, ray density, and length of tracheid were measured and observed by a stereoscopic microscope and scanning electron microscope. The results were compared in the well-penetrated parts of preservatives and insufficient parts. There were no significant differences in height, length, and density between both parts, except for the pits of the wood elements observed in SEM micrograph. More declosed pits were found in the well-penetrated parts of preservatives. Decay characteristics of wood specimen treated with various ACQ concentrations by brown-rot fungi was observed by an optical microscope. The decayed properties of tracheid, rays, and resin canals was found in the non-treated wood specimens and it was also found that some extent of preservatives concentration is necessary to protect the decay.

• The Journal of Engineering Geology
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• v.16 no.1 s.47
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• pp.69-83
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• 2006

This study aims to evaluate a complex groundwater flow system around the underground oil storage caverns using the concept of hydraulic compartment. For the hydrogeological analysis, the hydraulic testing data, the evolution of groundwater levels in 28 surface monitoring boreholes and pressure variation of 95 horizontal and 63 vertical water curtain holes in the caverns were utilized. At the cavern level, the Hydraulic Conductor Domains(fracture zones) are characterized one local major fracture zone(NE-1)and two local fracture zones between the FZ-1 and FZ-2 fracture zones. The Hydraulic Rock Domain(rock mass) is divided into four compartments by the above local fracture zones. Two Hydraulic Rock Domains(A, B) around the FZ-2 zone have a relatively high initial groundwater pressures up to $15kg/cm^2$ and the differences between the upper and lower groundwater levels, measured from the monitoring holes equipped with double completion, are in the range of 10 and 40 m throughout the construction stage, indicating relatively good hydraulic connection between the near surface and bedrock groundwater systems. On the other hand, two Hydraulic Rock Domains(C, D) adjacent to the FZ-1, the groundwater levels in the upper and lower zones are shown a great difference in the maximum of 120 m and the high water levels in the upper groundwater system were not varied during the construction stage. This might be resulted from the very low hydraulic conductivity$(7.2X10^{-10}m/sec)$ in the zone, six times lower than that of Domain C, D. Groundwater recharge rates obtained from the numerical modeling are 2% of the annual mean precipitation(1,356mm/year) for 20 years.