• 한국지하수토양환경학회지:지하수토양환경
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• 제21권1호
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• pp.61-71
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• 2016

Visual MODFLOW was used for quantifying stream-aquifer interactions caused by seasonal groundwater pumping. A hypothetical conceptual model was assumed to represent a stream-aquifer system commonly found in Korea. The model considered a two-layered aquifer with the upper alluvium and the lower bedrock and a stream showing seasonal water level fluctuations. Our results show that seasonal variation of the stream depletion rate (SDR) as well as the groundwater depletion depends on the stream depletion factor (SDF), which is determined by aquifer parameters and the distance from the pumping well to the stream. For pumping wells with large SDF, groundwater was considerably depleted for a long time of years and the streamflow decreased throughout the whole year. The impacts of return flow were also examined by recalculating SDR with an assumed ratio of immediate irrigation return flow to the stream. Return flow over 50% of pumping rate could increase the streamflow during the period of seasonal pumping. The model also showed that SDR was affected by both the conductance between the aquifer and the stream bed and screen depths of the pumping well. Our results can be used for preliminary assessment of water budget analysis aimed to plan an integrated management of water resources in riparian areas threatened by heavy pumping.

• 한국지하수토양환경학회지:지하수토양환경
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• 제22권4호
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• pp.60-70
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• 2017

As water sources become more vulnerable to the effects of climate change such as drought and contamination, the diversification of water sources is important for securing water supply. This study examines the properties of five water sources for public supply, including river and river-bed water, dams, reservoirs, and groundwater, while ensuring that the quantities available from such sources are stable and the water itself is safe for use. This study also analyzes the power, chemical, repair and maintenance, and labor costs associated with each water source. The results demonstrate that groundwater has high potential as a water source because it is readily available (about $12.89billion\;m^3/yr$), but only a small portion of it is currently used. Analyses indicated that groundwater is the most efficient source of water to meet water demand below $1,000,000m^3/yr$, which covers 62.5% of water supply facilicities. With the implementation of groundwater dams, groundwater can become cost-efficient even for larger water demand. Additionally, the water source protection areas are the smallest for groundwater among the five water sources. In conclusion, the use of groundwater as an alternative water source is feasible becasue it is readily available, safe, cost-efficient, and requires the lowest amount of environmental regulations for the diversification of water supply sources.

• 한국환경복원기술학회지
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• 제23권6호
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• pp.187-200
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• 2020

Despite the eco-friendly route plan, road slopes were collapsed due to road construction, resulting in human and property damage. To solve this problem, the Ministry of Land, Transport and Maritime Affairs established guidelines in 2009 to conduct a test-bed for slope recording considering the conditions of the site and the ecological environment, and divided them into recording quality and economic evaluation. The following results were obtained by analyzing 183 construction methods of cut-soil sections at 60 sites from 2012 to 2018 for road slope afforestation research. Straw net+seedspray, vegetation media spray method 1T, 3T were used the most, and vegetation media spray method 3T(patent) was excellent in quality, and straw net+seedspray was excellent in economics. As a result of analyzing the market unit price and the construction unit price, vegetation media spray method submitted the construction unit price at up to 60% lower than the market unit price. As a result of the analysis of the key factors of the greening method evaluation, the economic assessment had the greatest influence on all evaluation items. Problems in the evaluation method of revegetation were first identified as problems in the allocation of points and secondly as problems in the evaluation criteria. As for the improvement of the economic assessment criteria, the method was proposed to evaluate the same method based on market unit price when the same method was constructed, and not to conduct an economic assessment if there was a difference in market unit price between methods, or to add weight to the scores. Based on the monitoring data of 60 road slopes, this study drew up problems and improvement measures. However, with regard to scoring, research on appropriate scoring is needed by examining the current status.

• 한국지반공학회논문집
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• 제16권4호
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• pp.141-148
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• 2000

방글라데시의 자무나 강을 가로지르는 길이 4.8km 교량의 교각기초에 대구경 개단 강관말뚝 2본 또는 3본이 사용되었다. 총 50개의 교각과 시험용 말뚝 2본을 포함한 123본의 말뚝이 강 하저에서 정규압밀된 모래층을 지나 자갈층 위까지 항타하여 설치되었다. 두께 40mm 내지 60mm의 변단면을 갖는 직경 3.15m와 2.50m의 짧은 말뚝 2, 3개를 연결하여 69m에서 74m 깊이까지 6:1의 경사로 항타하여 시공하였다. 전체 123본의 말뚝에 대하여 항타후 관내토 길이를 측정하였고, 이중 24본의 말뚝들에 대해서는 항타시 동재하시험을 수행하였다. 말뚝 항타완료후 측정한 결과에 의하면, 선단부 근처에서는 주동 관내토(Active Plug)가 주면마찰력 발현에 크게 기여한 것으로 나타났다. 시험한 모든 말뚝들은 약 90% 정도의 지지력이 주면마찰력에 기인하는 주면마찰지지형 말뚝으로 나타났다. 현장모래지반에서의 탄성변형량(Quake)값과 감쇠계수(Smith Damping)값은 직경에 상관없이 일정하게 나타났는데, 이는 주변 지반의 균질함이 잘 반영된 것으로 판단되었다.

• 한국작물학회지
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• 제46권4호
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• pp.289-295
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• 2001

Experiments were conducted to find out the optimum level of slow release N fertilizers when total amounts of nitrogen required throughout the growing season in paddy were applied in the soil of seedling box. To evaluate the emergence rate and growth of rice seedlings, five levels of Meister (MS) 10, MS S10, and latex coated urea (LCU) which are equivalent to 0, 40, 60, 80, and 100kg N h $a^{-l}$ were mixed in soil of the seedling box. Emergence rate differed depending on the fertilizers and N levels; in MS 10 plots the emergence rate was 40.8% at 40kg N h $a^{-l}$ and no seedlings were emerged at the higher levels, in MS S10 plots higher than 80% at all the N levels, and decreased with the N levels from 70.0% at 40 kg N h $a^{-l}$ to 59.5% at 100kg N h $a^{-l}$ of LCU. Seedling started to wilt at 40 kg N h $a^{-l}$ of MS 10 and 80 and 100 kg N h $a^{-l}$ N of LCU on the 8th day after sowing, while seedling growth was normal at all the levels of MS S10. Field performance of rice was evaluated at the 0, 30, 60, 90, 120kg N h $a^{-l}$ of MS S10 applied in the soil of seedling box and N was not applied in paddy. Grain yield at 90 and 120kg N h $a^{-l}$ of MS S10 was similar to conventional urea split application (120 kg N h $a^{-l}$), but significantly higher compared to 30 and 60kg N h $a^{-l}$ of MS S10. Fertilizer N recovery decreased with N levels and the N recovery at 90 kg N h $a^{-l}$ of MS S10 and conventional urea split application were 62.2 % and 44.2%, respectively, with similar grain yield. The optimum level of MS S10 to be applied in seedling box seems to be about 90 kg N h $a^{-l}$ considering grain yield, price of fertilizer, labor applying fertilizer, and fertilizer N recovery.d fertilizer N recovery.

• 한국환경농학회지
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• 제12권3호
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• pp.247-254
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• 1993

채소류(菜蔬類)의 시설재배(施設栽培)에서 수경재배(水耕栽培)를 대체(代替)할수있는 청정한 배양물질(培養物質)로서 왕겨훈탄의 활용방안을 구명(究明)하기 위하여 산의 종류를 달리하여 왕겨훈탄을 중화(中和)시킨후 몇가지 채소류를 재배하여 생장반응(生長反應)을 비교 검토 하였다. 염산(鹽酸)을 제외한 산(酸) 중화훈탄(中和燻炭)은 채소류(菜蔬類) 재배(栽培)를 위한 배양물질(培養物質)로 활용할수 있을만큼 정상적인 생육(生育)을 보였으며 산(酸) 중화(中和) 처리에 의해 질산태질소의 부가적 공급효과(供給效果)가 있는 질산중화훈탄 처리는 배추, 상치, 및 시금치의 생장량이 퇴비상토 처리보다 양호(良好) 하였다. 염산중화훈탄 처리에서는 특히 상치 및 시금치에서 생육후기(生育後期)에 장해증상(障害症狀)을 보이며 가장 부진한 생육을 나타냈다. 산 중화훈탄 처리에서 자란 식물체중(植物體中)의 화학성분(化學成分)들은 퇴비상토의 경우와 거의 비슷한 함양분포(含量分布)를 보였으며 단백태질소(蛋白態窒素)함량은 오히려 산(酸) 중화훈탄(中和燻炭) 처리들에서 더 높았다. 따라서 채소류(菜蔬類)의 생장과 수확기의 화학성분(化學成分)등을 고려(考慮)할때 질산 중화훈탄은 시설(施設) 채소재배(菜蔬栽培)를 위한 청부(淸浮)한 배양물질(培養物質)로서 활용 가능한 것으로 생각된다.

• 한국지반신소재학회논문집
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• 제19권1호
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• pp.103-110
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• 2020

심층혼합공법은 오거를 사용하여 지반을 굴착한 후 지반안정재를 흙 재료와 혼합하여 연약지반에 개량체를 설치하는 공법으로, 지중에 설치되는 개량체는 흙 재료의 종류와 특성에 따라 압축강도가 다르게 발현되기도 한다. 이를 위해 기존의 연구에서는 순환유동층 보일러의 연소재를 고로슬래그의 알칼리 활성화 반응의 자극재로 활용하여 개발한 심층혼합공법용 지반안정재를 부산, 여수, 인천 지역의 점토와 혼합한 후 실내 배합시험을 실시하고, 결과를 분석하여 단위안정재량(γ_B)과 일축압축강도(q_u)의 상관관계를 도출하였다. 본 연구에서는 새만금 지역을 대상으로 채취한 흙 재료에 대해 동일한 실내시험을 실시하여 도출된 상관관계에 대한 비교검토를 실시하였고, 현장에서 수행한 시험시공 결과를 분석하여 현장에서의 안정성을 평가하였다. 연구결과, 실내시험에서는 기존의 연구를 통해 도출된 단위안정재량(γ_B)과 일축압축강도(q_u)의 상관관계를 만족하는 것으로 나타났고, 현장에서의 시험시공 결과는 현장의 기준강도에 비해 높은 일축압축강도를 보여 안정성 측면에서 우수한 것으로 나타났다.

• 한국산림과학회지
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• 제55권1호
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• pp.68-75
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• 1982

호도(胡桃)나무는 수체내(水体內) tanin 함량(含量)이 많아서 접목시(接木時) tanin막(膜)이 생겨서 활착율(活着率)에 큰 방해가 되므로 이 방면(方面)에 더욱 연구(硏究)가 필요(必要)하며 가온시설(加温施設)을 설치(設置)해서 $25^{\circ}C{\sim}30^{\circ}C$의 항온(恒温)을 유지(維持)해줌으로서 큰 효과가 있었다. 태목용종자(台木用種子)는 당년결실(当年結実)된 것으로 균일(均一)한 조건하(條件下)에서 처리된 것이 좋으며 파종상(播種床)은 사토(砂土)가 좋고 종자수요량계산(種子需要量計算)은 태목필요량(台木必要量)의 200%로 해야한다. 접수(接穗)의 채취시기(採取時期)는 1~2월(月)이 최적기(最適期)이고 결과지(結果枝)보다는 도장지(徒長枝)가 이용율(利用率)이 좋고 충실(充実)한 눈 3~4개(個), 5 cm 정도(程度)의 길이, 결형(潔形)으로 조제(調製)하여 할접(割接)하고 고정(固定)끈은 3합사(合絲) 무명실이 좋다. 접목시기(接木時期)는 3월말(月末)~4월초(月初)가 적기(適期)이고 노지정식시기(露地定植時期)는 4월말(月末)~5월초(月初)가 최적기(最適期)이다. 접목작업인부(接木作業人夫)는 기성접토(旣成接土)면 더욱 좋으나 일반여자인부(一般女子人夫)도 큰 지장없다. 종자발아상(種子發芽床)에서 노지이식(露地移植)때까지 전과정(全過程)을 통(通)해서 유태(幼台)에서 배유(胚乳)인 가래(種)가 떨어지지 않도록 주의(注意)해야하며 가래가 떨어진 것은 실패(失敗)한 것이다. 원태목(原台木)에서 계속적으로 발생(発生)되는 맹아지(萌芽枝)를 즉시(卽時) 제거(除去)해 주어야 하며 활착(活着)된 접목유묘(接木幼苗)를 노지이식(露地移植)할 때 충분(充分)히 경화(硬化)시켜야 한다. 포지(圃地)의 지력(地力)이 좋아야 하고 지하수위(地下水位)가 높거나 한발(旱魃)의 피해(被害)가 심(甚)한 곳이나, 토양해충(土壤害虫)이 많은 곳은 피(被)해야 한다. 종자효율(種子効率) 50%, 접목활착율(接木活着率) 90%, 노지정식후잔존율(露地定植後殘存率) 88% 즉(即) 출하가능득묘율(出荷可能得苗率)은 약(約) 80%, 묘목생산기간(苗木生産期間) 3월(月)~10월말(月末)까지 당년(当年)에 합격묘(合格苗)를 생산(生産)할 수 있다. 본유태접목법(本幼台接木法)으로 생산(生産)된 호도묘목(胡桃苗木)이 절접법(切接法) 기타방법(其他方法)으로 생산(生産)된 묘목(苗木)과 비교(比較)해볼 때 지금까지 나타난 상태(状態)로서는 오히려 거부반응이 적었으며 튼튼하게 생육(生育)하고 있으며 수목(樹木)의 생리적(生理的) 결함(缺陷)이나 여지이상(餘地異状)이 전연(全然) 없었으며 특(特)히 이 방법(方法)은 조기대량생산(早期大量生産)하는데 적용(適用)이 될 수 있다는데 더욱 의의(意義)가 있다고 본다.

• 대한임베디드공학회논문지
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• 제12권5호
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• pp.331-341
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• 2017

This paper presents the sea-trial results of Crabster CR6000 which is a deep-sea walking robot developed by KRISO in 2016. Crabster CR6000 is designed to inspect deep-sea environment rejecting the disturbance on the silent and calm abyssal area. The sea-trial was conducted at the East Sea and the Philippine Sea on December 2016. The Crabster CR6000 undocked successfully from the Shuttle after touchdown on the sea-bed and walked out on the soft sediment soil of the 4,743m seafloor at the fourth diving in the Philippine Sea. The advanced technologies and capabilities of CR6000 were verified from the operational and functional test conducted in the sea-trial. The experimental data acquired from the sea-trial were summarized and the first experience of the deep-sea walking robot was presented in this paper.

• 한국농공학회지
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• 제38권1호
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• pp.79-89
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• 1996

It is expected that the soil hehaviours in the seahed subjected to cyclic wave loads are much different from that on the ground Cyclic shear stresses developed below the ocean bed as a result of a passing wave train may progressively build up pore pressure in certain soils. Such build-up pore pressure may be developed dynamic behaviour such as liquefaction and significant deformation of the seabed. Currently available analytical and testing methods for the seabed subjected to cyclic wave loads are not general. The purpose of the study are to provide a test method in laboratory and to analyse the mechanism of wave-induced stresses and liquefactions potentials of the unsaturated silty marine sand. It is showed that the test set-up made especially for this study delivers exactly oscillatory wave pressures of the form of sine function. Laboratory test results defining the cyclic shear strength of the unsaturated porous medium that is homogenously sedimented. It is understood that the pore water pressure due to induced-waves is not accumulated as the wave number increases but reveals periodical change on the still water surface. The magnitude of the pore water pressure tends to be attenuated radically with a certain time lag under the action of both high and low waves as depth increases.