This paper described on relation between the catches of tuna and the distribution of water temperature of eastern fishing ground of Tropical region in the Pacific Ocean. The data of catches and water temperature used in this paper were based log book which # 27 CHENG RONG(Gross tonnage : 399 ton) had been worked eastern fishing ground(Lat : 09˚N- 14˚S, Long : 115˚- 149˚W)from January to October, 1991. The obtained result are as follows : 1. On the relation between the catches and the geographical distribution, bigeye tuna was higher catches at Lat 4˚- 9˚N, Long 135˚- 139˚W area in the equatorial counter current region where surface water temperature was range of 27.5℃ to 27.9℃, yellowfin tuna was higher catches at Lat 4˚- 9˚S, Long 145˚- 149˚W in the south equatorial current region where surface water temperature was range of 28.0℃ to 28.4℃ and albacore tuna was higher catches at Lat 10˚- 14˚S, Long 120˚- 124˚W area in the south equatorial current region where surface temperature was range of 26.5℃ to 26.9℃ 2. On the relation between catches and distribution of vertical water temperature, bigeye tuna was higher catches at the water temperature of 10℃ to 12℃ on depth layer between 300m and 360m, yellowfin tuna was higher catches at the water temperature of 15℃ to 19℃ on depth layer between 180m and 280m and albacore tuna was higher catches at the water temperature of 12℃ to 14℃ on depth layer between 280m and 310m. Above the result, it seemed that bigeye tuna distributed deeper layer than yellowfin and albacore tuna.

In order to investigate the environmental properties of set net grounds located in the coastal waters of Yeosu. The current in the vicinity of set net grounds was observed by drogue and current meter in 1990 and 1992. The results obtained are summarized as follows: The direction of tidal current at the north enterance of Yeosu bay was southerly in ebb and northwesterly in flood without the distiction of the neap tide and the spring tide. In spring tide the maximum Velocity of the tidal current was 68 cm/sec in ebb and 66 cm/sec in flood. In neap tide the maximum velocity of the tidal current was 37 cm/sec in ebb and 35 cm/sec in flood. And so the direction of residual current was the south ward mainly and 21 cm/sec. The direction of tidal current at set net fishing grounds was southwesterly in ebb and westerly or northwesterly in flood. Regardless of the distinction of neap and spring. The maximum velocity of the current in spring tide was 50 cm/sec in ebb and 40 cm/sec in flood and that in neap was 28 cm/sec in ebb and 25 cm/sec in flood. In spring tide the speed vector along the major axis of semidiurnal tide component was three times as large as diurnal tide. In neap tide, however, the speed vector was about 50% less then that in spring tide, and the semidiurnal tide and diurnal tide were equal in the size of current ellipse and the direction of major axis. The sea area had a southwesterly residual current. 11 cm/sec in spring tide and 7 cm/sec in neap tide. According to the result of drogue tracking, the vicinity of set net fishing ground had a southerly residual current which formed in Yeosu Bay and a weak westerly residual current toward Dolsando from Namhedo. Therefore, set net fishing ground in coastal water of Yeosu was distributed in boundary of inner water which formed from Seamjin river and offshore water supplied from the vicinity of Sorido and Yochido.

Experimental and theoretical analyses were carried out to investigate the heat exchange characteristics of the nutrient solution cooling system utilizing ground water. The material of heat exchanger used in the experiment was polyethylene and the cross-flow type was adapted in which nutrient solution was mixed and ground water unmixed. For the exchanger surface area of 0.33m2 and flow rates of ground water of 1-6l/min, NTU(number of transfer units) and effectiveness of experimental heat exchanger were 0.1-0.45 and 10-35％, respectively. Therefore these results showed that the hydroponic greenhouse of 1,000m2(300 pyong) with the ground water of 10m2/day could cover about 55-70％ of maximum cooling load in summer.

The loss of safety for reservoirs brought about by climate change and facility aging leads to reservoir failures, which results in the loss of lives and property damage in downstream areas. Therefore, it is necessary to provide a Reservoir(Dam) Failure Forecasting System for downstream residents to detect the early signs of failure (with sensors) in real-time and perform safety management to prevent and minimize possible damage. Ground water level meter was installed for changes of seepage and understanding of underground stability, and its management criteria was established in change of ground water level up to dam height. Analysis results show that distribution of values are scattered so it is necessary to do monitering for 1 year to set up for numerical fitting.

Since the ground subsidence frequently occurs caused by water and sewage pipeline leakage, this paper reviews current maintenance management regulation, legislation related to water and sewage pipeline measurement for maintenance in practice to prevent and manage this phenomenon. Analysis of current system shows the difficulty of ground subsidence evaluation and importance of the law which is now being established has been emerged. In addition, it is determined that the regulation contains specified content with specific range of water and sewage pipeline is required for its maintenance.

Recently, as ‘ground subsidence in urban area’ problem become social issue, Central & Local Government examined current state of ground subsidence. As a results, It is revealed that 1)sewage pipeline damage, 2)excavation work of surrounding pipeline, and 3)water pipeline damage were main reason of subsidence. This study is going to present weak-point for each type of pipeline in the case of water pipeline monitoring, by analyzing current state materials of water pipeline leakage work of ○○city, to prevent ground subsidence from water pipeline leakage.

In experimental results, the prediction equation for 28 day-strength of GGBF slag concrete could be produced through the linear regression analysis of early strength and 28 day-strength. In order to acquire the reliability, all mixture were repeated as 3 times and each mixture order was carried out by random sampling. The prediction equation for 28 day-strength of GGBF slag concrete by 1 day strength won the good reliability.

Quality and sensory characteristics of tofu prepared with concentrated to 8 oBrix deep ground sea-like water (SW) were investigated to check the availability for coagulants. The tofu was coagulated with three kinds of commercially coagulant, such as MgCl2, CaSO4 and glucono-δ-lactone. Different amounts of SW and soybean milk were added: SW-20 g/L, SW-25 g/L and SW-30 g/L. The moisture content and pH were significantly lower in which preparation with glucono-δ-lactone coagulated tofu, and others has not significantly difference each other. The mineral contents in the coagulant influenced the mineral content of the tofu, which contained larger quantities of major minerals. However, the mineral content of the tofu was not affected of the mineral concentration in the coagulant. The L and b values of the tofu prepared with SW were not significantly different. The hardness of the tofu prepared with the commercial coagulants was significantly lower than that of the tofu produced with the SW. The sensory property was lower when the hardness was lower and higher. In conclusion, the quality characteristics of SW-prepared tofu were not significantly different from those of the tofu prepared with the commercial coagulants, but the texture and the taste of the SW-prepared tofu were excellent.

This study analyzed on characteristics of the ground-water capture zone in coastal areas and mid-mountainous area according to pumping rate. For this study, it targeted Jejudo island where is the volcanic island. To analyze, MODFLOW model and MODPATH model, which are the ground-water flow analysis models, were used. As a result of research, the following conclusions could be obtained. As a result of analyzing influence of a change in pumping time upon length of capture zone, the length of capture zone in coastal area was indicated to be greater in the changing ratio compared to the length of capture zone in mid-mountainous area. Next, in the coastal area, the pumping rate and the capture-zone length are changing similarly. However, in mid-mountainous area, the length of capture zone was indicated to grow when the pumping rate comes to exceed 1,500m3/day. As a result of analyzing influence of a change in pumping time upon capture area, the tendency of a change in the area was indicated similarly in coastal areas and mid-mountainous area. Especially, it could be known that the larger pumping rate leads to the more definite increase in tendency to a change in capture area. Based on this study, it was allowed to be possibly used in the suitable pumping rate in coastal areas and mid-mountainous area of the volcano island in the future. A follow-up research is judged to necessarily analyze the influence of tubular-well group upon capture zone by additionally analyzing a change in capture zone targeting the concentrated tubular well.

Ground seawater quality was investigated, and the algal growth potential (AGP) tests were performed along the Tongyeong coast to examine the inflow of materials, which is needed for the red tide species Cochlodinium polykrikoides to grow. The study was conducted to determine the mechanism for C. polykrikoidesred tides. Water temperature, salinity, pH, and dissolved oxygen (DO) ranged from 16.05 to 20.74°C, 18.20 to 32.11 psu, 6.00 to 7.61, and 3.41 to 7.91 mg/L (41.4– 96.1%), respectively. No seasonal variation was observed in water temperature. The salinity, pH, and DO saturations at most stations were lower than those of coastal seawater at Tongyeong. The NH4 +-N, NO2+3 --N, PO4 3--P concentrations ranged from 0.43 to 16.00μM, 1.50 to 132.38μM, and 1.30 to 6.29μM, respectively; the values at some stations were much higher than observed in Tongyeong coast seawater. Using seawater from station B, C. polykrikoides grew consistently, with a high growth rate, similar to the red tide in nature. This seawater appeared to contain materials needed by C. polykrikoides to grow. Therefore, C. polykrikoides red tides seem to occur wherever the ground sea water contains materials that are needed for its growth.

국내 하천에서 사주 상 식생 활착 현상이 급속하게 진행되고 있다. 1960년대 산업화와 도시화 이전 우리나라 하천은 모래, 자갈이대부분인이른바 'White River (백사장하천)'이었으나, 1970년대이후댐건설, 하천정비등으로유황과유사이 송특성이 교란되어수변에 식생이번무하게 되는이른바 'Green River (식생하천)'가진행중이다. 본 연구는비조절하천사주 상 식생활착에 영향을 미치는 인자 중에서 수위, 수온, 강우, 토양수분, 토양입경 등의 상호연관

도로의 성토고가 2m 미만일 경우 도로 하부의 함수비는 지하수위의 영향을 크게 받을 수 있다. 따라서 가평 및 포천 현장에 설치된 계측시스템으로부터 아스팔트 콘크리트 포장체의 함수비 및 지하수위를 2010년 7월∼9월(강우 집중기간; 장마 기간), 2010년 12월∼2011년 2월(겨울 한파기간) 동안 수집·분석하였다. 분석결과, 여름철 강우 집중기간의 지하수위는 장마 및 태풍에 의한 강우의 영향을 받아 지하수위가 상승하는 것으로 나타났으며, 도로 하부의 함수비도 일부 영향을 받아 지역적으로 변동하는 것으로 나타났다. 또한 지하수위가 노상 하단면으로부터 0.99m까지 상승하여, 모관상승에 의한 도로 하부의 함수비 변동 가능성을 확인하였다. 겨울철에는 강수량이 많지 않아 지하수위 변동은 거의 없었으며, 장마 기간에 상승했던 지하수위는 감소하여 안정화된 경향을 보여주었다. 도로 하부의 함수비의 경우 12월 말에 감소했다가 2월 말에 증가하였으며, 평상시 함수비 변동량 보다 증가된 경향을 보여주어 동상의 영향이 있을 것으로 사료된다. 그러나 명확한 지하수위와 노상 함수비의 상관관계를 규명하기에는 현장 계측자료 및 계측기간이 제한적이며, 향후 지속적인 모니터링을 통하여 정확한 분석 연구가 필요할 것으로 사료된다.

본 논문에서는 환경부에서 진행 중인 ‘지하수오염방지기술 개발사업’에 대한 경제성 분석의 기초자료로서 지하수오염 개선을 위한 일반가구의 지불의사액을 분석하고자 한다. 이를 위해 조건부 가치측정법(CVM)을 적용하되, CVM 연구에서 지켜야 할 다양한 지침을 엄격하게 준수하면서 가구조사를 시행하였다. 구체적으로 서울시, 인천시, 경기도 등 수도권 500 가구를 무작위로 추출하여 일대일 개별면접을 통해 '지하수오염방지기술 개발사업'에 의한 지하수오염개선을 위

해안을 통하여 유출되는 지하수량은 하천 유출량에 비하여 상대적으로 크기는 작으나 해안 지역의 지하수자원의 개발과 연안의 오염과 관련하여 중요성을 가진다. 선행 연구에서는 관측정 수위, 투수계수 등의 간단한 자료만을 가지고 지하수의 해안 유출량을 평가하는 방법을 제시하였다 본 연구에서는 남해안과 서해안과 같이 해안선의 형태가 복잡한 경우에 평균동수경사, 해안선의 폭과 담수층의 평균 두께를 산정하는 방법을 제시하여 지하수 해안유출량 평가의 정확도를 높이는

최근 들어 도서지역이나 해안지역의 제한된 수자원을 보다 효과적으로 사용하기 위하여 지하댐을 이용한 지하수자원 개발 방안이 제시되고 있다. 그러나 해안선에 인접한 지하댐의 경우 과도한 지하수 양수는 대수층의 지하수위를 저하시켜 결국 염수침입이라는 심각한 문제를 발생시키게 된다. 염수침입은 대수층의 지하수위 하강에 기인하므로 본 연구에서는 지하댐 하류에 함양정(Recharging well)을 설치하여 대수층의 지하수위를 상승시킴에 따른 염수침입 저감효과를

본 연구에서는 지표수와 지하수를 최적 연계 운영하여 장차 다가올 물 부족에 대응할 수 있는 용수 공급 방안을 검토하였다. 최적 지표수, 지하수 연계운영 모형은 용수공급으로 인한 순편익을 최대화하도록 이산미분동적계획법을 사용하여 개발하였다. 시범유역으로 양양 남대천을 선정하여 모형을 적용한 결과, 지표수만 사용하여 용수를 공급하는 것에 비하여 용수공급 신뢰도가 뛰어남을 확인할 수 있었다.

To examine water pollution status of agricultural water source of greenhouse area in Gyeongnam, the ground water quality was investigated six times at five areas in Gyeongnam from October in 1995 to March in 1996. pH of ground water were generally in the range of 5.9∼7.6. But a site in Changnyeong area was out of the range in 6.0∼8.5 which is water quality standard for agriculture. COD of ground water was below 8.0㎎/ℓ which is water quality standard for agriculture in all areas and the average was below 2.8㎎/ℓ. NH_4^+ -N contents in ground water was very low in all areas and the average of NO_3^- -N contents in Changnyeong and Chinju area was high with 13.2 and 11.5㎎/ℓ, respectively. Hardness, SO_4^2- and EC of ground water in Haman were higher than any other area. Fe and Mn contents of ground water in Kimhae were higher than any other area with 7.17 and 0. 95㎎/ℓ, respectively. Heavy metals such as Cu, Cd, Pb and Zn of ground water were below water quality standard for agriculture but some sites were over. Between COD and SS in ground water were not correlated with r=0.328, but between COD and NH_4^+ -N were positively correlated. And EC was positively correlated with Ca^2+, Mg^2+ and SO_4^2-. Ground water pollution status of agricultural water source of greenhouse area in Gyeongnam was generally high in order of Sacheon < Chinju < Haman < Kimhae < Changnyeong.

One hundred and thirty two ground water samples from the Ulsan area were divided into urban and non-urban groupings and were assessed between 1993 and 1996. The results of statistical analysis were as follows: There were significant differences between the two groupings in the average value of the following water quality parameters: total hardness, nitrate, pH, iron, ammonia and chloride ion in the order of Z-score. Because total hardness, nitrate, and pH were also significant in ANOVA test, these three parameters can be regarded as the most sensitive parameters of artificial pollutants. By the comprehensive comparison of Ulsan water quality to that of Kangwon-do, all of the major parameters(pH, KMnO_4 consumption, sulfate, chloride and hardness except nitrate) were confirmed as being significantly increased levels.