• 수산경영론집
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• 제32권1호
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• pp.15-39
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• 2001

The study, using the input-output analysis of 402 industrial sectors by Bank of Korea(BOK) and the resulting outcomes of price model, aims to evaluate the spillover effects the international fluctuations in crude oil prices have on the commodities prices and consequently, analyse the management and profitability of the offshore fisheries in Korea. At present, the fisher men are provided with tax-free oils for their fishing operations as specified under the Special Tax Treatment Control Law. However, the exhaustion of marine resources and new international fisheries agreements, which resulted in the loss of fishing grounds, made the stable catch even more unpredictable and the hike in the price of the international crude oil would have adverse effects on the fishing industry. The study revealed that the increasing rise in the price of crude oil would exert sweeping spillover effects on other industry sectors in general and accordingly, lead to a poorer performance by fisheries. The price spillover coefficients for the diesel oil was 0.6026, which would translate into the 42.6% increase in the prices of oil when the increase ratio of 73.3% for the base crude oil was applied based on the calculation methods employed in the study. This in turn increased the ratio of diesel oil required in the offshore fisheries from 23.3% to 16.6%, diminishing the ratio of current net profits to minus 2.0% from 4.2% otherwise. By fishing type, the Pair Trawl suffered current net profits loss most by ratio of minus 9.4% and other fisheries such as Coastal Stow Nets, Coastal Angling, Danish Sein also suffered ratio of 7% and more in the loss of current net profits. With the deteriorating fishing performance, coupled with the increasing international crude oil prices, it is urgently required that the authorities concerned deliberate in depth on such schemes as follows in efforts to secure stable fishing production. First, provision of large-scale storage facilities for oil is needed to timely adapt to the fluctuations in international crude oil prices. Secondly, in line with the stabilization of tax-free oil prices, duty levied on oils for fishing and tax collected from the refineries need to be tax-exempt. Thirdly, the beneficiaries from the provision of tax-free oil should be broadened, not limited to special fishing operation only. Fourth, investment in stabilization of the oil prices should be encouraged, possibly through funding from the formation of fisheries development funds underway.

• 한국음향학회지
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• 제34권3호
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• pp.200-209
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• 2015

수중 음향 감시 체계는 하이드로폰 배열을 이용하여 적함을 실시간으로 탐지하고 그 위치를 추적하는데, 해저 고정형 센서 배열은 이러한 감시 체계에 있어 중추적 역할을 수행한다. 본 연구에서는 천해 환경을 고려한 해저 고정형 원통형 하이드로폰 배열의 개념 설계를 유한요소해석을 통하여 수행하였다. 해양 배경 소음 하에서의 수신 특성 안정화를 위하여 금속 차단막을 이용한 배경 소음 스펙트럼 준위의 백색화 기법을 제안하였고, 배열 형상 최적화를 통하여 고각 및 방위각 방향의 지향성을 확보하였다. 나아가 소나돔의 형상과 재질에 따른 구조 진동 및 음향 산란 특성을 고찰하였다. 배경 소음 준위의 백색화, 배열 형상 최적화 및 소나돔의 음향적 투명화를 통하여, 해당 주파수 범위에 걸쳐 4 dB 이내의 감도 편차를 갖는 강건한 수신 특성의 하이드로폰 배열을 도출할 수 있음을 보였다.

• 해양환경안전학회지
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• 제23권6호
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• pp.710-718
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• 2017

연안정비사업이 수행된 만성리 해수욕장에 대해 주기적으로 측량된 해빈자료와 2016년 제18호 태풍 차바 내습시 관측된 강력한 해빈변형외력으로부터 해빈변화가 현장관측자료를 기반으로 기술되었다. 만성리 해수욕장의 해빈은 양빈 이후 3개월에 걸쳐 자연외력에 반응된 안정화가 서서히 진행되었으나 태풍 차바에 의해 그 안정화가 깨어졌으며, 태풍내습 2개월 후부터 다시 안정적인 해빈을 나타내어 양빈 1년 후까지 큰 변화가 나타나지 않았다. 태풍 차바 내습직후 만성리 해수욕장의 해안선은 도류제가 설치된 부근해빈과 잠제의 영향이 없는 해빈북측에서 주로 해안선이 후퇴하였고, 잠제배후역에서 해안선이 전진하였다. 또한 태풍내습직후 해빈체적이 $3,395m^3$ 감소하였는데, 감소한 영역은 주로 잠제의 영향이 없는 해빈북측에 집중되었으며 잠제배후의 후빈역은 오히려 퇴적되었다. 따라서 만성리 해수욕장에서 수행된 연안정비사업은 파랑에 기인한 표사이동이 지배적인 이곳에서 해빈보존에 상당히 기여하였다

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2007년 가을학술발표회
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• pp.558-569
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• 2007

It is important to obtain real-time data from long-term monitoring of landfills and develop leachate leakage detection system for the integrated management of landfills. A novel real time monitoring system and early leakage detection system was suggested in this study. The suggested monitoring system is composed of two parts; (1) a set of moisture sensors which monitor the areas surrounding the landfill, and (2) a set of moisture and temperature sensors which monitor the landfill inside. For the assessment for landfills stabilization, real-time monitoring system was evaluated in dry and wet cell of pilot-site. In addition, the grid-net electrical conductivity measurement system was also suggested as early leakage detection system. In this study, the field applicability of suggested systems was evaluated through pilot-scale field tests. The results of pilot-scale field model tests indicate that the grid-net electrical conductivity measurement method can be applicable to the detection of landfill leachate at the initial stage of intrusion, and thus has a potential for monitoring leachate leakage at waste landfills.

• 한국관개배수논문집
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• 제17권2호
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• pp.71-81
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• 2010

Stream Pilot Project, which began in May 2003 and finished in December 2003, was selected to develop effective methods applicable to nature-like streams. Stream restoration projects aim to maintain or increase ecosystem goods and services while protecting downstream and coastal ecosystems. Fields environmental monitoring such as flow discharge and precipitation were conducted along the Idong stream for amount of channel zone change in 2007. This study selected three monitoring positions to measure the water level and discharge of flowing water. A stage-discharge relation is obtained from direct discharge measurements for three stations by fitting an empirical relationship to the data set. Since discharge measures are made only for low flow conditions, a curve of discharge against stage can then be built by fitting these data with a power curve. And this study used data obtained from floodmark checkup as well as HEC-RAS model to analyze the hydrodynamic characteristics of monitoring sites. Reach-averaged hydraulic parameters for the supply reach were calculated from the small area's HEC-RAS model for Idong stream, and a HEC-RAS model used to analyze hydraulics for a period in 2007, after the stream was considered bank stabilization.

• Geomechanics and Engineering
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• 제19권1호
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• pp.71-78
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• 2019

Massive investments are going on to promote and build transportation infrastructure all across the globe with the challenges being more than budgetary. Sandy soils which are predominant in coastal and border areas in India have typical characteristics. The shear strength of such soil is very low which makes it difficult for any kind of geotechnical construction and hence soil stabilization needs to be carried out for such soil conditions. The use of geocells is one of the most economical methods of soil improvement which is used to increase strength and stiffness and reduce the liquefaction potential of the soil. The use of geocells in stabilizing desert sand and results from a series of plate load test on unreinforced soil and geocell reinforced homogenous sand beds are presented in the present study. It also compares the field results using various load class vehicles like heavy load military vehicles on geocell reinforced soils with the experimental results and comes out with the fact that the proposed technique increases the strength and stiffness of sandy soil considerably and provides a solution for preventing settlement and subsidence.

• Geomechanics and Engineering
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• 제35권1호
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• pp.95-108
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• 2023

Soft soil ground is a crucial factor limiting the development of the construction of transportation infrastructure in coastal areas. Soft soil is characterized by low strength, low permeability and high compressibility. However, the ordinary treatment method uses Portland cement to solidify the soft soil, which has low early strength and requires a long curing time. Microbially induced carbonate precipitation (MICP) is an emerging method to address geo-environmental problems associated with geotechnical materials. In this study, a method of bio-cementitious mortars consisting of MICP and cement was proposed to stabilize the soft soil. A series of laboratory tests were conducted on MICP-treated and cement-MICP-treated (C-MICP-treated) soft soils to improve mechanical properties. Microscale observations were also undertaken to reveal the underlying mechanism of cement-soil treated by MICP. The results showed that cohesion and internal friction angles of MICP-treated soft soil were greater than those of remolded soft soil. The UCS, elastic modulus and toughness of C-MICP-treated soft soil with high moisture content (50%, 60%, 70%, 80%) were improved compared to traditional cement-soil. A remarkable difference was observed that the MICP process mainly played a role in the early curing stage (i.e., within 14 days) while cement hydration continued during the whole process. Micro-characterization revealed that the calcium carbonate filling the pores enhanced the soft soil.

• 한국해안·해양공학회논문집
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• 제31권5호
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• pp.320-333
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• 2019

양빈이 수행된 해빈의 침식률 산정을 위한 물리기반 해빈 지형모형이 제시되었다. 동수역학 모형은 OpenFOAM에 기반 한 tool box인 IHFOAM으로 구성되며, Morphology 모형은 부유사를 대상으로 한 이송확산방정식, 소류사 이송을 포함한 표사 수지 개념으로부터 유도된 Exner 식으로 구성하였다. 표사 이송여부, 부유사 농도저면 경계치, 소류사 이송률 산출과정에는 Shields Diagram, 삼차원 수치 모의된 유동계 정보로부터 직접 산출된 저면 전단응력이 활용된다. 본 논문에서 제시된 지형 모형을 검증하기 위해, 경사가 1/6인 단조 해안에서의 천수과정, 쇄파과정, 이에 따른 저면 변화를 수치 모의하였다. 모의결과 비선형 천수과정에서 예상되는 왜곡되고 왜도된 저면전단응력이 비교적 정확히 모의되었다. 또한 전빈에서 진행되는 쇄파로 인해 부유되고 침식된 표사가 up-rush에 의해 후빈으로 이동되어 형성되는 swash bar와 up-rush 정점에서 방향을 바꾸어 먼 바다 방향으로 진행되는 back-wash에 의해 쓸려간 표사가 수심증가에 따라 back-wash 흐름 강도가 약해지면서 퇴적하여 형성되는 breaker bar가 성공적으로 모의되는 것을 확인할 수 있었다.

• Strategy21
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• 통권43호
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• pp.175-199
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• 2018

Recent marine territorial disputes in the East China Sea and the South China Sea have come to us as a great threat. China, which has recently established the China Coast Guard and has rapidly developed maritime security forces, is trying to overcome the various conflict countries with its power. Japan is also strengthening intensively its maritime security forces. Since Korea, China, and Japan are geographically neighboring and sharing maritime space in Northeast Asia, there is no conflict between maritime jurisdiction and territorial rights among the countries. The struggle for initiative in the ocean is fierce among the three coastal nations in Northeast Asia. therefore, Korea needs more thorough preparation and response to protect the marine sovereignty. As the superpowers of China and Japan are confronted and the United States is involved in the balance of power in strategic purposes, the East Asian sea area is a place where tension and conflict environment exist. China's illegal fishing boats are constantly invading our waters, and they even threaten the lives of our police officers. The issue of delimiting maritime boundaries between Korea and China has yet to be solved, and is underway in both countries, and there is a possibility that the exploration activities of the continental shelf resources may collide as the agreement on the continental shelf will expire between Korea and Japan. On the other hand, conflicts in the maritime jurisdictions of the three countries in Korea, China and Japan are leading to the enhancement of maritime security forces to secure deterrence rather than military confrontation. In the situation where the unresolved sovereignty and jurisdiction conflicts of Korea, China and Japan continue, and the competition for the strengthening of the maritime powers of China and Japan becomes fierce, there is a urgent need for stabilization and enhancement of the maritime forces in our country. It is necessary to establish a new long-term strategy for enhancing the maritime security force and to carry out it. It is expected that the Korean Coast Guard, which once said that it was a model for the establishment of China's Coast Guard as a powerful force for the enforcement of the maritime law, firmly establishes itself as a key force to protect our oceans with the Navy and keeps our maritime sovereignty firmly.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2006년 창립20주년기념 정기학술대회 및 국제워크샵
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• pp.373-376
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• 2006

In general, a method for generating irregular wave by combination of component waves obtained from linear wave theory is widely used. In these method, however, mean water surface elevation is rising from time to time because of nonlinear effect of wave. In this study, for the rising problem of mean water surface elevation and stabilization of calculation from time to time, mass transport velocity for horizontal velocity at wave source position is considered. The rising problem of mean water surface elevation is checked by comparing calculated wave profile from numerical technique proposed in this study with target wave profile at wave source position in numerical wave tank by using CADMAS-SURF code. And, by generating irregular wave, the validity of wave overtopping rate estimated from this numerical analysis is discussed by comparing computed results with measured results in hydraulic model experiments for vertical seawall located on a sloping sea bottom. As a results, the computations are validated against the previously experimental results by hydraulic model test and numerical results of this study and a good agreement is observed. Therefore, numerical technique of this study is a powerful tool for estimating wave overtopping rate over the crest of coastal structure.