The purpose of this study at water quality pollutants to propose proper management method for the Osu-A unit watershed which is the influent tributary located upstream of the Sumjin -river among the 13 unit watersheds in the Sumjin-river water system. Analyzed the correlation between flow-pollution loading and the correlation between land use type, BOD and TP items, and analyzed 8-day intervals Cumulative Flow Duration Curve (CFDC) and Load Duration Curve (LDC) to evaluate water quality damage. As a result, both BOD and TP were larger than 1 and the concentration of water pollutants increased with increasing flow. BOD was positively correlated with Urban and Field, and TP was positively correlated with Field with 0.710. As a result of the LDC, BOD was analyzed that the target water quality was achieved with the excess rate of less than 50%, and TP exceeded the target water quality by 50.1%. BOD usually exceeded the standard value (exceedance probability 50%) at low flow zone and On the other hand, TP usually exceeded the standard value at high flow zone. Monthly BOD (April to June) and TP (May to August) exceeded the standard. Sewage Wastewater treatment and non-point pollution control is Osu-A unit watersheds are effective in improving BOD and TP.

In this study, seasonal Mann - Kendall test method was applied to 12 stations of the water quality measurement network of Nam-River based on data of BOD, COD, TN and TP for 11 years from January 2005 to December 2015 The changes of water quality at each station were examined through linear trends and the tendency of water quality change during the study period was analyzed by applying the locally weighted scatter plot smoother (LOWESS) method. In addition, spatial trends of the whole Nam-River were examined by items. The flow-adjusted seasonal Kendall test was performed to remove the flow at the water quality measurement station. As a result, BOD, COD concentration showed "no trand" and TN and TP concentration showed "down trand" in regional Kendall test throughout the study period. BOD and TP concentration in "no trand", COD, and TN concentration showed an "up trand" tendency in Nam-River dam. LOWESS analysis showed no significant water quality change in most of the analysis items and stations, but water quality fluctuation characteristics were shown at some stations such as NR1 (Kyungho-River 1), NR2 (Kyungho-River 2), NR3 (Nam-River), NR6 (Nam-River 2A). In addition, the flow-adjusted seasonal Kendall results showed that the BOD concentration was "up trand" due to the flow at the NR3 (Nam-River) station. The COD concentration was "up trand" due to the flow at NR1 (Kyungho-River 1) and NR2 (Kyungho-River 2) located upstream of the Nam-River. The effect of influent flow on water quality varies according to each site and analysis item. Therefore, for the effective water quality management in the Nam-River, it is necessary to take measures to improve the water quality at the point where the water quality is continuously "up trand" during the study period.

본 연구에서는 X-선 회절(XRD) 분석과 주사전자현미(SEM) 분석을 통해 이온세기, 온도, 그리고 결정성장시간과 같은 이화학적 조건들이 합성된 스트론티아나이트(SrCO3)의 물리적 특성에 미치는 영향을 밝혔다. XRD 분석결과, 모든 합성 시료들은 스트론티아나이트의 단일 광물인 것으로 나타났다. 배경전해질이온 NaNO3를 사용한 반응용액의 이온세기와 합성온도가 증가할 때, 합성된 스트론티아나이트의 결정도는 증가하는 것으로 나타났다. SEM을 이용하여 합성된 스트론티아나이트 결정의 크기와 형상을 규명한 결과, 결정크기는 이온세기와 온도가 증가할 때 증가하며, 결정형상은 막대 또는 수지상에서 점차 주상으로 변화되는 것이 관찰되었다. 결정성장시간에 대한 영향은 성장시간이 길어질수록 결정크기가 증가하고 막대 또는 주상 단일결정들의 집합체인 구형 결정형상이 관찰되었다. 이러한 결과들은 합성 시 스트론티아나이트의 결정도 및 결정형상이 결정 생성당시의 이화학적 조건에 크게 영향 받고 있음을 시사한다. 따라서 본 연구 결과는 다양한 조건에서 생성되는 스트론티아나이트 결정들의 물리적 특성들을 예측하는데 매우 중요한 역할을 할 것으로 판단된다.

본 논문에서는 경북 구미시 봉곡천에 최근 건설된 다기능어도를 대상으로 SAP2000으로 구조 해석하기 위한 변수를 R/C Slab, R/C+S/C Slab 및 지하이동통로 규격(가로×세로)을 1m×0.2m, 1m×0.4m, 1m×0.6m와 유속 0.8m/s, 1.2m/s, 1.6m/s으로 구분하여 해석한결과와 봉곡천 설계식을 비교하여 안정성을 검토하였다.봉곡천의 설계식 보다 R/C+S/C Slab 타입이 지하이동통로 출구부는 휨모멘트와 최대응력은 각각 28~54%, 26~50%, 측벽은 24~47%,17~31%, 상부슬래브인 경우도 10~27%, 4~20% 적게 나타났다. 따라서 최대응력과 휨모멘트가 R/C+S/C Slab 타입이 구조 안정성이 확보되는 것으로 나타났기 때문에 지하통로는 휨모멘트와 최대 응력이 27%, 25%, 측벽은 24%, 15% 상부슬래브는 14%, 10%의 보완이 요구되는 것으로 판단된다.이러한 결과는 지하이동통로 규격이 봉곡천 규격과 동일한 1m×0.4m일 때가 1m×0.2m, 1m×0.6m 보다 안정성이 가장 유리한 것으로확인되었다. 또한 해석 및 분석 결과를 근거로 다기능어도 시공 시 기본 자료로 활용이 기대된다.

In this study, the 3D-analysis of multi-functional fishway with underground passage and is carried out by SAP2000 soft ware. In case of width 2m, 1m of vertical cross-section structure, the width 400mm× length 400mm and the width 1,000mm× length 400mm of square type were experimental parameters. The multi-functional fishway with underground passage and sediment block system is propased in Jeju Island.

3D-analysis by SAP2000 software is required for designing of sea pools in order to settle the problems regarding the degradation of the concrete durability. Sea pools are faced with sea water including salts so it will be used high strength concrete, reinforced high strength and urethane for its construction. The purpose of this paper is to establish specifications and data base for the construction of the sea pools. This results of analysis show that 50MPa strength of concrete is the most suitable and 4m wave is more advantageous than that of 2m.

Fishway analysis is required in order to protect depleting fish in the rivers. Recently, ecosystem restoration is absolutely necessary for fishes in the shallow rivers when water overflows by typhoon, 3D-analysis by SAP2000 software is required for designing of natural type of fish passage in order to settle problems regarding the degradation of the concrete durability. This results of analysis show that natural tpe of fishway could be constructed in rivers of Korea.

The purpose of this paper is to establish specifications, to provide design database for the construction of the sea pools(30m x60m x 1.2m). When water overflows by high waves, 3D-analysis by SAP2000 software is required for designing of sea pools in order to settle the problems that the degradation of the concrete durability. This result of analysis show that the strngth of concrete over 60MPa and the distance of 4m plie is more advantageous, then that of 2m.

Fish movement was blocked by Dam construction in korea, but fish of the ecosystem can be destoryed without movement of fish in the small stream or river. In this study, the water ladder type of fishway with the fish's ecological specific character is proposed. That is created similar to the real natural environment in order to overcome differences in water pressure. It consists water hydrology, bypass, viewing chamber and viewing windows. It is used IT pumping system and bypass fishway for dry season especially. 3D analysis by SAP2000 Soft Ware is essential in concrete structures for the degradation of its durability using the multi-functional fishway's advantages. The size of water tank(4m×4m×5m) is more advantageous than that of other size.

In this study, the multi-functional fishway with underground passage, sediment block system reflect the fish's ecological characteristics and many kinds of fish up and down easily is proposed. The 3D-analysis of Reinforced Concrete(R/C) Slab and R/C + Steel Concrete(S/C) Slab with rectangular underground passage are carried out by SAP 2000 software program for multi-functional fishway's durability. The Slab analysis results show that the R/C Slab type of the maximum stress is decreased by 33.5 than that of R/C + S/C type(Size:1m x 0.4m, Velocity: 1.6m/sec)and the shortage of shear is 2 than that of R/C + S/C type(Size:1m x 0.4m, Velocity: 1.6m/sec). The stability of R/C + S/C concrete slab with underground passage is more advantageous than that of R/C concrete slab.

The purpose of this paper is to establish specifications and to make database for the construction of sea pools. Sea pools are faced with sea water including salts, so it will be used that high strength concrete, reinforced high strength and urethane for its construction. 3D-analysis by SAP2000 software is required for designing of sea pools in order to confirm its degradation of the concrete durability. This results show that the strength of concrete of 40MPa is the most suitable and 3m wave is more advantageous than that of 4m.

The purpose of this paper is to establish specifications and to make database for the construction of sea pools. Sea pools are faced with sea water including salts, so it will be used that high strength concrete, reinforced high strength and urethane for its construction. 3D-analysis by SAP2000 software is required for designing of sea pools in order to confirm its degradation of the concrete durability. This results show that the strength of concrete of 50MPa is the most suitable and 4m wave is more advantageous than that of 2m.

The purpose of this study is to evaluate a RCS strengthening method for medium & low-rise R/C buildings using the nonlinear analyses of member-level. In this study, a three-story R/C buildings that represents a typical Korean school constructed in the 1980s was selected. Seismic capacities of the building before and after CFCC strengthening method are evaluated using the nonlinear static & dynamic analyses of member-level.

The purpose of this paper is to establish specifications, to provide design database for the construction of the sea pools(30m x60m x 1.5m). In case of water overflows by high waves, 3D-analysis by SAP2000 software is required for designing of sea pools in order to settle the problems that the degradation of the concrete durability.

3D-analysis by SAP2000 software is required for designing of sea pools in order to settle the problems regarding the degradation of the concrete durability. Sea pools are faced with sea water including salts so it is used high strength concrete, reinforced high strength and urethane for its construction. The purpose of this paper is to establish specifications and data for the construction of the sea pools.

Recently, ecosystem restoration is absolutely necessary for fishes in the shallow rivers. In case of water overflows by typhoon, 3D-analysis by SAP2000 software is required for designing of natural type of fish passage in order to settle its problems regarding the degradation of the concrete durability.

The purpose of this paper is to establish specifications and to make database for the construction of sea pools. Sea pools are faced with sea water including salts so it is used that high strength concrete, reinforced high strength and urethane for its construction. 3D-analysis by SAP2000 software is required for designing of sea pools in order to solved the problems regarding the degradation of the concrete durability.

In this study, the multi-functional fishway with underground passage, sediment block system reflect the fish's ecological characteristics and many kinds of fish up and down easily is proposed. The 3D-analysis of Reinforced Concrete(R/C) Slab and R/C + Steel Concrete(S/C) Slab with rectangular underground passage are carried out by SAP 2000 software program about multi-functional fishway's durability. The Slab analysis results show that the R/C Slab type of the maximum stress is decreased by 27.8 than that of R/C + S/C type(Size:0.8m x 0.1m, Velocity: 1.6m/sec)and the shortage of shear is 31.9 than that of R/C + S/C type(Size:0.8m x 0.2m, Velocity: 1.6m/sec). The stability of R/C + S/C concrete slab with underground passage is more favorable than that of R/C concrete slab.

The purpose of this study is to evaluate a RCS strengthening method for medium & low-rise R/C buildings using the nonlinear analyses of member levels. In this study, a three-story R/C buildings that represents a typical Korean school building constructed in the 1980s was selected. Seismic capacities of the building before and after strengthening with the RCS method are evaluated using the nonlinear static & dynamic analyses of member levels.

Fish movement was blocked by Dam construction in korea, but fish of the ecosystem can be destoryed without movement of fish in the small stream or river. In this study, the water ladder type of fishway with the fish's ecological specific character is proposed. That is created similar to the real natural environment in order to overcome differences in water pressure. It consists water hydrology, bypass, viewing chamber and viewing windows. It is used IT pumping system and bypass fishway for dry season especially. 3D analysis by SAP2000 Soft Ware is essential in concrete structures for the degradation of its durability using the multi-functional fishway's advantages.