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한국의 간척 기술

  • 윤오섭
    • Proceedings of the Korean Professional Engineer Association Conference
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    • 1995.10a
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    • pp.46-68
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    • 1995
  • 근 반세기 동안에 세계에서 간척 사업이 가장 활발하였던 곳은 화란의 북해안과 우리 나라의 서남해안이다. 이는 한반도의 서해안을 말하는 것으로 북한까지 포함된 것을 말한다. 그간 우리 나라는 간척 사업에 의해 농지의 외연적인 확대로 쌀의 지급율을 높이는 데 일익을 담당한 것도 사실이다 우리 나라의 서해안은 간만의 차가 커서 \circled1간척지가 잘 발달되어 간척 적지가 많고, \circled2지구 내의 배수 방식이 외국에서처럼 기계 배수가 아니고 자연 배수가 가능하여 유지 관리비가 적게 든다. 그러나 \circled3 방조제. 축조시 불가피하게 강력한 조류속이 발생하지만 이에 견별 수 있는 자연 석재를 비롯하여 축제 재료의 구득이 용이하고, 돌망태 공법을 개발하여 공사가 용이하고 공사비도 저렴하다. 또한 태풍이나 해일에 의해 해면이 상승하는 기상조도 일본이나 화란의 3.5m인데 비해 우리 나라는 1.5m정도로 이들 나라에 비하여 같은 조건에서도 둑마루 높이가 2.0m정도가 낮아져 공사비도 저렴하고 외측 피복공 공사도 용이하다. 뿐만 아니라 서남 해안의 해안선은 굴곡이 심하고 연안에는 섬들이 산재하여 있어, 매립 면적당 방조제의 길이가 짧고, 공사의 단계별 추진이 용이하다. 간석지의 토질도 비교적 단단하여 방조제의 축조나 토지 이용에 적합하는 등, 자연적인 간척 여건은 세계에서 찾아볼 수 없는 천혜의 입지 조건을갖추고 있다. 그동안 우리 나라의 간척 기술은 8 . 15 광복 이후, 소규모 간척 사업을 시행하다가 60년대에 이르러 국가 경제 개발의 일환으로 추진된 동진강 간척사업을 필두로, 70년대에는 남양, 아산, 삽교천 방조제 공사를 시행하면서 우리 나라 여건에 부합되는 방조제 구조와 공법을 독자적으로 개발하였고, 80년대에는 영산강, 대호, 금강, 90년 초에는 영암방조제 공사들을 무리없이 성공시켰고, 독자적인 기술 개발이 촉진되어 1994년 1월에는 세계 간척사상 유출입 조석량이 가장 큰(9억m$^3$로 그간 우리나라 및 화란에서 시행하였던 큰 규모는 약 3~억 m$^3$ 내외임) 시화 방조제 끝막이 공사를 우리 나라가 개발한 구조와 공법으로 성공시켰으며, 이에 힘입어 유출입 조석량이 18억m$^3$인 새만금 간척 공사를 독자적인 우리 기술에 의해 계획대로 시행되고 있는 현시점에서 그간 우리 나라의 간척 기술개발 사항은 물론, 간척 사업 .전반적인 사항을 요약하였고, 세계 각국의 간척 사업과도 비교하여 우리나라 간척 사업에 대한 현주소를 여기에 소개한다.

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[Retracted]Analysis of Minimum Penetrated Depth of Pile bent of IPM Bridge ([논문철회]토압분리형 일체식 교대 교량의 파일벤트에 대한 최소근입깊이 해석)

  • Kim, Hongbae;Kim, Taesu;Park, Jongseo;Han, Heuisoo
    • Journal of the Korean GEO-environmental Society
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    • v.18 no.5
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    • pp.45-53
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    • 2017
  • IPM bridge was developed to revise the problems of IAB bridge by Nam et al, (2016). This research conducted the p-y analysis to examine the parameter traits among the protruded length (H), penetrated length (L) of pile bent and soil conditions. From the results, the maximum bending moment happened in the top segment of pile bent, because it is integrated to the upper structure. Also, the maximum shear force was shown in the boundary of the sand and weathered soil zones according to the analysis soil conditions. The maximum member force and unbraced length is converged when the ratio (L/H) of protruded length (H) and penetrated length (L) is 1.0. The larger material force is happened, if the pile bent is penetrated shallowly compared to the protruded length. The definite inflection points were shown in the horizontal displacement curve from the p-y analysis, also the smaller penetrated length made the curve grade slower.

A Study on the Lower Body Torso Shape in 40s, 50s and 60s Women for Development of Urinary Incontinence Panty

  • Cha, Su-Joung
    • Journal of the Korea Society of Computer and Information
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    • v.27 no.10
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    • pp.163-173
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    • 2022
  • This study attempted to categorize the lower body torso type and investigated its characteristics for women in their 40s, 50s, and 60s, who increase the frequency of incontinence. This study analyzed the 8th human dimension survey data of Korean Agency for Technology and Standards. The data were analyzed by SPSS 26.0 program. It was analyzed that the height item of the lower body torso decreased, the width item widen as the age increases, and the waist and abdomen circumference of the circumference item increased and the hip circumference decreased. Body length decreased with age. The components of the lower torso were classified into the lower torso horizontal factor, height factor, lower factor, and vertical factor. The lower body torso type was classified into a long inverted triangular body type, a short and high body type, a body fat body type, and a low triangular body type. It was analyzed that type 3 was the largest in the horizontal factor and height factor, and type 1 was the largest in the vertical factor and the lower part factor. A new drafting method was required in setting the horizontal part of the incontinence panty, the front and the back length.

A Study on Applicability of Stabilizing Pile to Foundation Soil of Slope with Various Strength Parameters (사면하부지반의 강도정수에 따른 억지말뚝 적용성 연구)

  • Lee, Seung-Hyun;Jang, In-Sung
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.17 no.10
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    • pp.331-337
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    • 2016
  • Several foundation soil conditions below a homogeneous sand slope were assumed and slope stability analyses were conducted to determine the soil condition, in which a stabilizing pile can be used to increase the factor of safety against sliding. The assumed heights of the sand slope were 5m and 10m. For a 5m slope height, a stabilizing pile can be used in the foundation soil with a $15^{\circ}$ internal friction angle and a cohesion of 10kPa. For a 10m slope height, a stabilizing pile can be used in the foundation soil with a $20^{\circ}$ internal friction angle and a cohesion of 10kPa and a stabilizing pile can be used in the foundation soil with a $0^{\circ}$ internal friction angle and 40kPa, 45kPa and 50kPa of cohesion. According to the analysis results of stabilizing pile-reinforced foundation soil, the length of the stabilizing pile and magnitude of the maximum bending moment were strongly affected by the internal friction angle of the foundation soil. The lengths of stabilizing pile, for an internal friction angle of $0^{\circ}$ were 4.6, 8.0 times greater than those with an internal friction angle of $5^{\circ}$. The magnitude of the maximum bending moment of the stabilizing pile for an internal friction angle of $0^{\circ}$ was 24.6 times greater than that for an internal friction angle of $5^{\circ}$. Practically, a stabilizing pile cannot be used for foundation soil with an internal friction angle of $0^{\circ}$. Considering the results derived from this study, the effects of a stabilizing pile can be maximized for soft foundation soil that is embanked with a slow construction speed.

Quantitative evaluation of MRI distortion using orthopedic prosthetic metal (정형보철용 금속을 이용한 자기공명영상왜곡의 정량적 평가)

  • Kim, Hyeonggyun
    • Journal of the Korean Society of Radiology
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    • v.7 no.1
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    • pp.57-62
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    • 2013
  • Despite the many advantages of magnetic resonance imaging in orthopedic prosthetic body image distortion to the differences in the magnetic susceptibility occurs. Attached to the phantom and pork produced by the same $65{\times}15{\times}2mm$ stainless steel and titanium specimen examined the relationship between magnetic resonance imaging and phantom images, the signal intensity changes of the subcutaneous tissue, fat-suppressed quantitative assessment of the degree through the length of image distortion and pig bones. Stainless steel to titanium to 2.8 times 4.4 times in the longitudinal direction than in the direction of the height of large image distortion, signal strength is relatively low 58.5%. Normal 56.2% compared to the subcutaneous tissue, fat-suppressed, were stainless steel 16.04%, 54.53% titanium. Experimental results than the diagnostic value of magnetic resonance imaging (MRI) images of stainless steel with a titanium metal if better could see.

Effects of Geometric Parameters of a Bobsleigh on Aerodynamic Performance (봅슬레이의 형상변화가 공력성능에 미치는 영향)

  • Shim, Hyeon-Seok;Jung, Hyo-Yeon;Kim, Jun-Hee;Kim, Kwang-Yong
    • Transactions of the KSME C: Technology and Education
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    • v.3 no.3
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    • pp.233-240
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    • 2015
  • Analysis of the aerodynamic performance of a bobsleigh has been performed for various types of bobsleigh body shape. To analyze the aerodynamic performance of the bobsleigh, three-dimensional Reynolds-averaged Navier-Stoke equations were used with the standard k-${\varepsilon}$ model as a turbulence closure. Grid structure was composed of unstructured tetrahedral grids. The radii of curvature of cowling, and height and length of front bumper at the tip on the drag coefficient were selected as geometric parameters. And, the effects of these parameters on the aerodynamic performance, i.e., the drag coefficient, were evaluated. The results shows that the aerodynamic performance is significantly affected by the height of front bumper and radius of curvature.

Comparison of Anthropometric Measurements of Oriental and Caucasian Females for Sizing Systems (동양과 서양여자의 인체계측에 의한 치수의 비교)

  • Hu Kap-Sum
    • Journal of the Korean Society of Clothing and Textiles
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    • v.9 no.3
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    • pp.1-7
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    • 1985
  • 연구의 목적은 의류생산에 있어서 동양(Oriental women)과 서양여자(Caucasian women: U.S.A)의 인체계측에 의한 치수의 비교를 하였다. 연구자료는 동양여자 100명과 서양여자 970명의 자료로 비교하였다. 동양여자의 인체계측치는 1981년 4월 일본에서 필자에 의해 수집되고 서양여자의 인체계측치는 1976년 11월부터 1977년 2월 미국(U.S.A by the Quartermaster Corps of the United States Army)에서 인체계측을 한 자료이다. 동양과 서양여자의 인체계측치 중에서 각각 32항목을 선출하여 비교된 것은 높이항목과 길이항목(height-related measurements; height and length), 나비항특(surface measurements; breadth and depth) , 둘레항목(measurement of circumference)이다. 32항목을 평균치의 t-test로 동양인과 서양인을 비교한 결과, 모든 항목에서 P<.001 수준에서 유의한 차를 보였다. 그 중에서 머리둘레, 목둘레, 손목둘레, 팔굼치둘레, 손바닥둘레의 항목에서는 동양인이 서양인에 비해서 큰 값을 나타냈다. 그 외에 27개 항목은 동양인이 전부 높거나, 길거나, 또는 큰 값을 나타냈다. 표준편차에서 보이는 바와 같이 서양인자가 동양여자보다 크고, 특히 높이 항목, 길이항목(height-related measurements)이 더 높거나 길다. 이러한 결과로서 동양과 서양여자의 인종적인 측면에서, 다양한 의류생산에 있어서 고려해야 할 것 같다. 이 동양과 서양여자의 인체계측비교에 중요한 요점을 두고 연구한 것은 의류생산과정에 있어서, size설정, 보다 미적인 design, 의복구성을 위한 등등에 고려되겠으나, 특히 미국과 같은 대량생산국에서 동양과의 무역(import or export)에 있어서 중요하게 고려가 될것이며, 나날이 발전하는 우리나라의 의류무역에도 고려되리라 본다. 뒤에 recommendations for future research에서 말한 바와 같이 서양과 한국여자의 입체계측비교를 하며 우리나라의 의류무역(수출)에 도움이 되었으면 한다.

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Simplified Analytical Model for Flexural Response of Fiber Reinforced Plastic Decks (FRP 바닥판의 휨 해석모델 개발)

  • Kim, Young-Bin;Lee, Jae-Hong
    • Journal of Korean Association for Spatial Structures
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    • v.5 no.3 s.17
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    • pp.65-74
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    • 2005
  • An analytical model was developed to investigate the flexural behavior of a pultruded fiber-reinforced plastic deck of rectangular unit module. The model is based on first-order shea. deformable plate theory (FSDT), and capable of predicting deflection of the deck of arbitrary laminate stacking sequences. To formulate tile problem, two-dimensional plate finite element method is employed. Numerical results are obtained for FRP decks under uniformly-distributed loading, addressing the effects of fiber angle and span-to-height ratio. It is found that the present analytical model is accurate and efficient for solving flexural behavior of FRP decks. Also, as the height of FRP deck plate is higher, the necessity of higher order Shear deformable plate theory(HSDT) is announced, not the FSDT in the plate analysis theory.

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Low-velocity Impact Damage of a Thick Pressure vessel (복합재료 만든 두꺼운 압력용기의 저속충격에 관한 연구)

  • 김형원
    • Proceedings of the Korean Society For Composite Materials Conference
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    • 2000.11a
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    • pp.92-97
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    • 2000
  • Low-velocity impact damage of a thick pressure vessel by composite materials was studied using the modified Herzian contact radius theory. Impactors of various masses and various tup shapes were dropped freely in the range of 20m to 200mm height. With acceleration gage and strain gage installed on the impactor, impact force and acceleration and Contact radius were measured. After a test, the samples were radiographed to scan the state of damage. Compared with hemispherical tup of 12.7mm diameter, the contact radius of hemispherical tup of 25.4mm diameter was bigger. And the experimental data and the theoretical data was different due to the mechanical properties difference. The acceleration value was changed linearly according to the height.

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Effects of Shading treatments and Harvesting methods on the Growth of Eleutherococcus senticosus Maxim (차광처리(遮光處理) 및 수확방법(收穫方法)이 가시오갈피 생육(生育)에 미치는 영향(影響))

  • Han, Jong-Su;Kim, Seung-Kyeong;Kim, Sae-Won;Kim, Young-Jin
    • Korean Journal of Medicinal Crop Science
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    • v.9 no.1
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    • pp.1-7
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    • 2001
  • This experiment was carried out to investigate the effects of shading treatments and harvesting methods on the growth of Eleutherococcus senticosus, which was known as the medicine of anticancer, anti-stress, hepatic detoxification activity, immunoactivity, and tonic. Light transmission ratio and air temperature were decreased as $40{\sim}64%$,$1.9{\sim}2^{\circ}C$, respectively, in 30% to 70% shading net treatment compared to non-shading. Fifty percentage shading net treatment was effective for the growth and yield of Eleutherococcus senticosus. During summer Eleutherococcus senticosus was growing under shading net treatment compared to non-shading. Tunnel type was more effective for growth than vertical type in shading method. 30cm length included 2 to 3 nodes cutting from soil surface was the most effective for branching stem length, plant height and yield as harvesting methods.

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