• 대한토목학회논문집
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• 제11권4호
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• pp.171-187
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• 1991

본 연구에서는 항만공사에 이용되는 캔틸레버식 널말뚝 및 앵커로 지지된 널말뚝의 내진설계를 위한 해석방법의 제시가 이루어졌다. 제시된 해석방법은 침투에 의한 수압 및 유효수평응력의 변화를 고려하였으며, 또한 Mononobe-Okabe 토압이론 및 Westergaard, Matsuo-Ohara의 동수압 계산식이 적용되었다. 아울러 앵커로 지지된 널말뚝의 경우에 대해 안전율의 크기 선택에 관한 비교가 이루어졌으며, 또한 조밀한 모래지반의 경우에 대해, 준설저면의 경사각, 널말뚝 양쪽면의 수위차, 앵커의 위치, 벽마찰각 등이 근입깊이, 앵커하중 및 최대모멘트에 미치는 영향이 분석되었다. 이외에도 조밀한 모래지반에 설치되는 앵커로 지지된 널말뚝의 예비설계를 위한 표의 제시가 이루어졌으며, 본 연구 해석방법의 적용범위는 자유지지법의 경우로 한정된다.

• 대한한방내과학회지
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• 제17권1호
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• pp.107-122
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• 1996

Apoplexy is a disease of a morbid condition manifested as sudden syncope, unconciousness, distortion of face, hemiplegia and dysphasia, usually seen in the middle-aged. The symptoms and signs before sudden onset are headache, dizziness, numbness of extremities, palpitation, etc. This study was performed to investige causes of disease, therapies and prescriptions by insect medicine through the successive medical literatures, recent chinese medical literatures and chinese medical journals. The results are as follows; 1. The treatment of apoplexy is divided into stage of attack and sequela. In stage of attack, the principal therapies of apoplexy are calming the liver, suppressed Yang, dissipate phlegm and elimination weatness. In sequela, the principal therapies of apoplexy are invigorating Qi, promote blood circulation and dredge collateral. 2. Insects medicine have more strong effect than herbal medicine, because apoplexy is a kind of critically desease. 3. Insects medicine is effective in a convalscent stage and sequela of apoplexy. The proper dosage for stage of attack is a small dose of insects medicine(about 2-4g), increse gradually. In convalscent stage, about 4g, in sequela, patients need a large dose of insects medicine(about 8g). 4. Hirudo used to remove stagnated blood and to disperse swelling for the treatment of severe cases of blood stasis, such as cerebral infarction, sequela of cerebrovascular accident, contused wounds. Lumbricus used to for the treatment of convulsions due to high fever, and for hemiplegia and hypertension. Scolopendra used to subdue the endogenous wind for the treatment of various kinds of tics, convulsions and tetanus, and it's character is strong because it will be effective Sthenia-Syndrome of apoplexy. Scorpio used to subdue the endogenous wind for the treatment of various kind of tics, convulsions, tetanus and sequela of cerebrovascular accident.

• 한국정보통신학회논문지
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• 제14권11호
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• pp.2403-2412
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• 2010

전자해도는 해도 상에 포함되어 있는 다양한 정보를 수록한 전자적 형태의 지도로서 항해장비의 화면축척이 해도의 기본 축척보다 소축척으로 설정되어 있을 경우 해도 정보의 겹침 현상이 발생하여 정보 가독성이 떨어지는 문제점이 있다. 국제수로기구에서는 이를 개선하기 위해 S-65 표준에 SCAMIN 속성 개선 모델을 포함한 바 있다. 그러나 IHO에서 발표한 SCAMIN 모델에는 전자해도 속성에 대한 특정 요건 만족 등의 간단한 조건과 함께 특정 객체가 수심지역, 육상지역, 준설지역 등의 면 객체와 중첩 여부, 수심값의 중요도에 따른 단계적 적용 등 수작업을 필요로 하는 까다로운 요건이 포함되어 있다. 본 연구에서는 S-65 표준의 SCAMIN 모델 요건을 분석하고, 본 요건을 합리적이고 기계적으로 적용하기 위한 알고리즘과 적용 프로그램을 개발하였다. 또한 SCAMIN 속성 개선프로그램을 이용하여 우리나라 전자해도에 적용하였으며 그 결과를 평가하였다.

• 한국농공학회논문집
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• 제58권6호
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• pp.39-45
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• 2016

In this paper, analyzes the characteristics of self-weight consolidation on the dredged clay according to the fines content and falling height. Research was performed with the dredged clay sampled by Sae-mangeum field site. Classification of fines content was performed by sieve analysis test. After adjusting the fine content, self-weight consolidation tests were carried out focussing on the variation of fines content and falling heights. From the test results of the self-weight consolidation test, samples with high fines content had reached sedimentation completion more later than ones with less fine content samples. In other words, the start of self-weight consolidation was slowing down with increasing of fines content. Also, from the test results of calculating the coefficient of sedimentation consolidation, the coefficient value were increased with the fines content increases. In addition, the change of sedimentation ratio and volume ratio showed more higher changed value as the fine content increases. Thus, it is important to consider the fines content when estimate the settlement time of dredged soil in field dredge work.

• 한국농공학회논문집
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• 제59권4호
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• pp.43-52
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• 2017

This study analyzed pore water pressure, earth pressure and settlement through laboratory model tests in order to suggest the effective remodeling method in the case of reinforcing the upstream and downstream slope of deteriorated reservoirs that has no cores and filters or is not functional. The method of remodeling the upstream slope using dredge soil is first prevent seepage by installing the core, and the leakage water can be rapidly discharged through a filter installed on the downstream slope. Therefore, it is considered a highly efficient method of remodeling that reduces piping phenomena and increasing the storage capacity of the reservoir. The variation of earth pressure without the core and filter was greater than with it, while the change largely showed in the upstream slope, the downstream slope did not show any significant changes. The remodeling method of the downstream slope with the core appeared differently pore water pressure depending on the presence of the vertical and horizontal filters. In the upstream slope, the pore water pressure rises sharply, the base and middle gradually increased, and the downstream slope appeared small. The pore water pressure of embankment with a vertical and horizontal filter will be smaller than without it. The remodeling of deteriorated reservoir that does not have the function of the filter, the vertical filter must be installed in a position that is higher than the expected seepage line by removing portions of the downstream slopes. Since the horizontal filter is an important structure that provides stable drainage during an earthquake or concentrated leak, it is necessary to examine any change in the seepage characteristics depending on the filter intervals via three-dimensional finite element analysis, and it should be connected to the tow-drain to reduce the possibility of the collapse of the reservoir.

• 한국농공학회지
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• 제42권1호
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• pp.73-82
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• 2000

Large quantitive of polllutants are washed into reservoirs during storm events. These polllutants contribute to eutrophication, such as algal blooms and fish kills. This study was conducted for the purpose of assessing the pollutant removal possibilities of sedimentation pool formed by deep dredging of a reservoir inlet. Water quality data were collected in the Masan reservoir, whose inlet has been dredged deep like sedimentation pool. The average concentration of chemical oxygen demand(COD) , toatal nitrogen(T-N) and total phosphrous(T-P) in the deep dredged area were 8.7 ~20.5mg/ι (T-N), 0.17~0.84mg/ι(T-P), which were 4.9%(COD), 29.0%(T-N) and 44.8%(T-P) higher than those of middle part of the reservior. The texture of sediment in the dredged area was silty loam, while that of the middle part was sandy clay loam. Organic matter contents, T-N and T-P of the bottom soil in the dredge area showed higher values than the middle part of the reservoirs. From these results, it was considered thedeep dredged area in the inlet of reservoir might play a key role to settle pollutant particulate. Based on the result of water quality analysis, deep dredging of the reservoir inlet could be assessed to reduce T-N and T-P of the reservoir about 6.5% , 8.3%, respectively. However, the effect of the sedimentation pool would be raised if the settled particles were taken into account in assessing water quality improvement for the reservoir. Accordingly, dredging of a reservoir inlet to make a shape of sedimentation pool is recommended for water quality improvement of reservoir in the stage of dredging plan.

• 한국수자원학회논문집
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• 제47권4호
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• pp.307-319
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• 2014

최근 지구온난화 및 기후변화에 의한 재난이 빈발하고 있어 미국이나 네덜란드 같은 제방 선진국에서는 특수한 경우 적게는 500년, 크게는 10,000년 빈도의 홍수위까지도 고려하는 극단적인 수준의 제방설계기준을 적용하고 있다. 우리나라도 지난 몇 년간 국가하천을 중심으로 대하천 정비사업이 추진되었다. 주로 하천준설과 제방증축 및 신축 등으로 진행된 사업에 의해 하천환경이 광범위하게 변화되었으나 제방의 안전과 관련된 하천환경 변화에 대응하는 구체적인 대응방안을 제시하지는 못하고 있는 실정이다. 따라서 본 연구에서는 제방침투감지시스템 Testbed가 구축되어 있는 낙동강 회천의 율지제를 대상으로 제방 안전성을 평가하였다. 평가방법은 간극수압 계측자료를 이용하여 2차원 지하수 침투모형인 SEEP/W를 이용하여 제방의 파이핑 현상을 분석하였으며, 제방의 형상과 홍수파형에 따른 침투현상을 모의하여 제방안정성을 평가하였다.

• 한국환경복원기술학회지
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• 제17권6호
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• pp.1-15
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• 2014

A dredging on erosion control dam has been enforced without evaluation the factors that affect the dredging. In addition, there is the negative effect much more than positive effect by dredging on erosion control dam. Therefore, this study was carried out to develop evaluation indicators and to suggest fieldbook in order to determine whether sand deposits at erosion control dam should be dredged up or not. The most important six evaluation indicators that can decide to dredge up at erosion control dam were obtained from three round delphi technique and were selected in the following order: the current sand deposit ratio(0.339), existence of cultivated land and house downstream(0.276), the slope of streambed(0.162), the amount of movable soil and gravel(0.118), the history of any disasters(0.063), the basin area(0.043). The weighted score for each evaluation indicator were acquired from AHP analysis with respect to the degree of importance and then the modified weighted score for actual measurements were classified as three categories: large(2.53), medium(1.60) and small(1.01). Based on delphi technique, erosion control dam dredging evaluation fieldbook introduced the four evaluation indicators out of the total six evaluation indicators and two low effected evaluation indicators were excluded. This results showed that the values for reliability analysis and consistency ratio were acceptable.

• 수산해양기술연구
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• 제51권4호
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• pp.592-599
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• 2015

본 연구는 2014년 1월부터 12월까지 강원도 영진 연안에서 패류형망에 의해 채집된 접시조개의 패각을 이용하여 연령과 성장특성을 조사하였다. 접시조개의 윤문형성시기는 9-10월에 연 1회 형성되는 것으로 추정된다. 이론적 최대각장($SL_{\infty}$)은 236.3 mm, 성장계수(k)는 0.061/year의 값을 얻을 수 있었다. 또한 각장이 0일 때의 이론적 연령 t0 는 -0.184 year로 추정되었다. 따라서 접시조개의 각장과 연령과의 성장식은 $SL_t=236.3(1-e^{-0.061(t+0.184)})$ 으로 나타났다.

• 한국패류학회지
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• 제29권1호
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• pp.1-6
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• 2013

본 연구는 바지락이 흔들림 스트레스에 노출될 경우 나타나는 생리적 변화를 측정하기 위하여 일산화질소량 (NO) 을 측정하였다. 이를 위하여 흔들림 방지 장치가 없는 그룹, NAME (NO 저해제) 를 주사한 그룹, 나일론 섬유 충전재(밀도 $1kg/m^3$) 로 흔들림이 방지된 그룹 등 총 3개 그룹으로 나눈 후 교반기에서 100 rpm으로 6시간동안 교반 한 후 DAF assay와 Griess assay를 이용하여 바지락 혈림프액의 NO 농도를 측정하였다. 조사결과 흔들림 스트레스에 노출된 바지락에서 NO 농도가 급격히 증가하였고 반면 NO 저해제가 주입된 바지락에서는 NO 농도가 감소하였다. 또한 흔들림 방지 장치가 들어간 그룹에서 NO 농도가 감소함이 확인되었다. 이러한 결과는 DAF assay와 Griess assay 실험에서 모두 동일하게 나타났다. 결론적으로 NO 측정은 바지락의 생리적 스트레스를 측정하는데 유용한 방법임이 확인되었으며, 형망에 의한 바지락 채취시나 수하식으로 양식할 경우 흔들림에 의한 스트레스를 방지할 수단이 필요함을 시사하였다.