• Journal of Korean Society of Environmental Engineers
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• v.36 no.4
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• pp.258-264
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• 2014

This study is to investigate water quality changes of nitrogen (N) and phosphorous (P) at Gangjung-Goryeong Weir and Dalseong weir, in 2012-2013. Concentration of COD, TOC, T-N, T-P showed 3.5~6.8 mg/L, 3.4~6.5 mg/L, 1.8~4.0 mg/L, 0.08~0.12 mg/L respectively, in the Nakdong river main stream. Water quality of Dalseong weir showed lower level of contamination than that of Gangjung-Goryeong weir. Because of input loading of nutrients and organic matters from tributaries. At the analysis of sediments at each weirs, sedimentation fluxes of the hypolimnion represented 1.6~2.4 times higher than epilimnion fluxes. Sinking rate (%/d) of SS, N and P of the hypolimion showed in the range of 1.68 %/d~2.42 %/d. It is implied that the suspended matters seem to be floating in the water body. In the result of nutrients release experiment, release flux of nutrients in July showed 3~4 times higher than April. The reason was considered that nutrients is easily released in the anaerobic condition and at high water temperature.

• Journal of Animal Environmental Science
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• v.18 no.3
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• pp.201-206
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• 2012

Horse manure general composition and contaminants, heavy metals content analysis was investigated as follows. The moisture content of horse feces was 76.1% and 96% for horse urine. The average T-N, T-P, T-K concentrations of the racing horse were 0.18%, 0.10%, 0.22% respectively and 2.88%, 0.0015%, 0.84% for urine. And the average BODs, COD, SS concentrations were 26,906 $mg/{\ell}$, 36,642 $mg/{\ell}$, 89,375 $mg/{\ell}$ respectively and 14,298 $mg/{\ell}$, 7,484 $mg/{\ell}$, 6,987 $mg/{\ell}$ for urine. In addition, the Cr, Cu, Ni, Cd, Pb, Zn concentrations of feces were 2.65 mg/kg, 7.05 mg/kg, 1.24 mg/kg, 0.07 mg/kg, 0.01 mg/kg, 45.11 mg/kg respectively and 1.52 mg/kg, 1.62 mg/kg, 0.00 mg/kg, 0.03 mg/kg, 0.03 mg/kg, 4.49 mg/kg for urine on the fresh matter basis. The end of the survey was that the quality of the compost can be used as a raw material, and manure is necessary to constantly driven forward horse manure composting research.

• The Journal of Korean Academic Society of Nursing Education
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• v.23 no.2
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• pp.184-193
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• 2017

Purpose: This study examined the effects of self-leadership and critical thinking disposition on adaptation to college among nursing students. Methods: A descriptive study was conducted with 325 nursing students using a self-report questionnaire. Data were analyzed using a t-test, one way ANOVA, $Scheff{\dot{e}}$ test, Pearson correlation coefficients, and stepwise multiple regression analysis with SPSS 20.0. Results: The mean score of college adaptation was 3.22. Significant predictor variables affecting adaptation to college were satisfaction in major (${\ss}=.45$, p<.001), behavior-focused strategies (${\ss}=.16$, p<.001), leadership level (${\ss}=.15$, p=.003), and grade (${\ss}=.11$, p=.016). The explanation power of this regression model was 32.2% and was statistically significant (F=64.60, p<.001). Conclusion: The results of this study indicated that an effective college adaptation program should be developed by including improvement of satisfaction in major, behavior-focused strategies, and leadership level.

• Journal of Gastric Cancer
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• v.6 no.2
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• pp.84-90
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• 2006

Purpose: The macroscopic findings of tumors are not always identical with the microscopic findings. This study investigated the oncologic implications of macroscopic serosal invasion in advanced gastric cancer to find out how to improve the accuracy for the depth of invasion assessed by the surgeon during an operation. Materials and Methods: The medical records of 789 patients with advanced gastric cancer who underwent a gastrectomy at Kyungpook National University Hospital between 1995 and 1999 were reviewed. The prognoses and the recurrence patterns were analyzed according to macroscopic serosal invasion and microscopic serosal invasion, and the clinico-pathological factors of cT3/ss cancers were compared with those of cT3/se cancers. Results: Difference of survival rates according to macroscopic serosal invasion and microscopic serosal invasion revealed statistically significant. Recurrence rates were similar in patients with macroscopic and microscopic serosal invasion (42.2% and 41.4%, respectively). Peritoneal recurrence rates were also similar (19.8% and 21.9%, respectively). The sensitivity and the specificity of macroscopic assessment of serosal invasion were 70.3% and 77.8%, respectively, On univariate and multivariate analyses, Borrmann type I/II cancers and the absence of distant metastases revealed the risk factors for overestimating of serosal invasion. Conclusion: Macroscopic serosal invasion assessed by a surgeon intraoperatively can be used to give a prognosis and to predict the recurrence pattern precisely, although there is a risk for overestimation when the tumor is a Borrmann type I/II cancer or the tumor has no distant metastases. (J Korean Gastric Cancer Assoc 2006;6:84-90)

• KSBB Journal
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• v.21 no.1 s.96
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• pp.28-33
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• 2006

A sewage was treated using a horizontal flow zeolite-filled reed bed. The sewage from the student dormitory of Changwon National University was fed into the reed bed for 10 minutes every 6 hours at the hydraulic load of $314L/m^2$ day. The filtering height of the reed bed was 100 cm and the zeolite mixture was filled in the reed bed. The mixture consisted of the same volume of two types of zeolite : $0.5{\sim}1mm$ and $1{\sim}3mm$ in diameter. Annual average removal efficiency was SS $88.5%,\;COD_{cr},\;86.1%,\;COD_{Mn}\;81.0%,\;T-N\;48.6%,\;NH_4^+-N\;97.1%$ and T-P 42.8%. T-N of effluent was mostly $NO_3^--N$ and the concentration of $NO_2^--N$ in effluent was lower than 0.1 mg/L. All removal efficiencies did not show a remarkable seasonal change.

• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.402-402
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• 2015

본 연구에서는 사과재배지에서 발생하는 비점오염물질 유출 및 수질특성을 살펴보고자 2014년 5월부터 9월까지의 총 15회의 강우사상에 대해 유출특성을 분석하고 오염물질별 유량가중평균농도(Event Mean Concentration, EMC) 및 오염부하를 산정하였다. 모니터링 기간동안 3.2~80.3 mm의 강우가 발생하였으며, 조사된 총 15회의 event 중 3회 유출이 발생하였다. 강우강도는 0.39~4.46 mm/hr의 범위로 나타났으며, 선행무강우일수는 0.3~20.1일, 총 유출량은 $2.7{\sim}100.8m^3$, 유출율은 0.02~0.3의 범위로 나타났다. 강우모니터링 결과, EMC는 TOC 7.1~18.7 mg/L(평균 12.0 mg/L), BOD 4.3~7.8 mg/L(평균 5.9 mg/L), COD 16.9~30.2 mg/L(평균 22.3 mg/L), SS 35.6~738.1 mg/L(평균 293.1 mg/L), T-N 2.342~11.043 mg/L(평균 6.563 mg/L) 그리고 T-P 1.563~2.563 mg/L(평균 1.961 mg/L)의 범위로 나타났으며, 각 강우사상에 대한 단위면적당 오염부하는 TOC 0.12~2.4 kg/ha, $BOD_5$ 0.03~1.0kg/ha, $COD_{Mn}$ 0.12~7.1 kg/ha, SS 0.34~173 kg/ha, T-N 0.068~1.478 kg/ha, T-P 0.011~0.601 kg/ha의 범위로 산정되었다. 사과재배지의 경우 대부분 투수지역으로 강우 초기에 지하로 침투하는 양이 많기 때문에 초기세척효과는 크게 발생하지 않는 것으로 나타났으며, 대체적으로 30 mm 이하의 강우에서는 유출이 발생하지 않는 것으로 분석되었다. 하지만, 사과재배지에서 발생하는 비점오염물질의 유출특성은 기상조건 및 영농활동 조건등에 따라 상이하게 나타나기 때문에 강우시 비점오염원 유출특성을 보다 정량적으로 파악하기 위해서는 체계적이고 지속적인 연구가 필요할 것으로 판단된다.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.552-552
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• 2016

논의 경우 다양한 영향인자에 의해 비점오염물질이 배출되기 때문에 유출특성을 파악하기가 어렵다. 따라서 본 연구의 목적은 논에서 발생하는 비점오염물질의 유출 특성에 대해 파악하여 추후 효율적인 농업비점오염 관리를 위한 기초자료를 제공하는데 있다. 연구 대상지점으로 춘천시에 위치한 논 1곳(면적: $11,130m^2$)을 선정하였으며. 2014년 5월부터 9월까지 총 11회(9회 유출)의 강우 사상에 대한 오염물질별 오염부하 및 유량가중평균농도(Event Mean Concentration, EMC)를 산정하였다. 모니터링기간 동안 발생된 강우량의 범위는 2.6~95.8 mm로 나타났으며, 선행무강우일수는 0.59~21.2일, 강우강도는 0.33~5.13 mm/hr의 범위로 나타났다. 총 유출량은 $0.16{\sim}497.3m^3$, 유출율은 0.01~0.47(평균 0.24)의 범위로 나타났다. 오염물질별 EMC는 SS 17.1~55.3 mg/L(평균 31.9 mg/L), BOD 1.9~9.7 mg/L(평균 4.2 mg/L), COD 3.6~18.9 mg/L(평균 8.3 mg/L), TOC 3.4~17.4(평균 6.4 mg/L) mg/L, T-N 1.64~7.17 mg/L (평균 3.79 mg/L), T-P 0.16~1.04 mg/L(평균 0.44 mg/L)의 범위로 나타났다. 각 강우사상에 대한 단위면적당 오염부하는 SS 0.005~19.56 kg/ha, $BOD_5$ 0.001~1.70 kg/ha, $COD_{Mn}$ 0.003~3.15 kg/ha, TOC 0.002~1.81 kg/ha, T-N 0.001~0.822 kg/ha, T-P 0.00003~0.115 kg/ha의 범위로 산정되었다. 논의 경우에는 초기유출 발생에 따른 오염부하의 급격한 변화가 없었고, 누적오염부하량비의 그래프도 강우사상의 기울기가 직선에 가깝게 나타났다. 하지만 지속적으로 오염물질을 배출하는 경향과 다양한 조건에 따라 배출양상이 달라지기 때문에 효과적인 관리를 하기 위해서 장기적인 모니터링 연구가 필요할 것으로 사료된다.

• Korean Journal of Agricultural Science
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• v.2 no.2
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• pp.433-444
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• 1975

This study was conducted to investigate the strength of lime soil mixtures for varied' curing temperatures(20, 30, 40, 50, $60^{\circ}C$) and lime content (3, 6, 9, 12%) in four lime-stabilized soils(KY : Sand, MH : Sand, SS: Sandy loam. JJ : Loam). The experimental results obtained from unconfined compressive strength tests are as follows; 1. The optimum moisture content increased and maximum dry density decreased with the increase of the lime content. 2. The lime content for the maximum strength of SS and JJ soils showed at the 9 percent lime content, but KY and MH soils didn't show the tendency of increase and decrease by the lime content and curing period. The rate of decrease of the soaked unconfined compressive strength showed the lower value in accordance with lime content. 3. According to increase in curing temperatures in curing temperatures at 30, 40, 50, $60^{\circ}C$, the unconfined compressive strength of lime soil mixtures increased, the rate of increase initially increased at a rapid rate, and showed that around 120 hours were sufficient curing time to complete hardening. 4. The average maximum temperature of Korea being around $30^{\circ}C$ from July to August, thus these months are ideal construction periods to increase the strehgth of lime soil mixtures. 5. Accelerated curing times equivalent to 28-day normal curing decreased in accordance with the increase of curing temperature, and showed shorter in lime soil mixtures than soil cement. 6. Accelerated curing times versus normal curing times are formed as a linear, its slope decreased in accordance with the increase of curing temperature, it may be expressed as follows: (1). $30^{\circ}C$ : t=2.63d-1.4(r=0.99) (2). $40^{\circ}C$ : t= 1.76d-0.8(r=0.97) (3). $50^{\circ}C$ : t=1.35d-3.2(r=0.94) (4). $60^{\circ}C$ : t=0.49d+1.8(r=0.91) in which t ; Accelerated curing time d ; Normal curing time.

• Journal of the Korean Society for Marine Environment & Energy
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• v.11 no.2
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• pp.70-77
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• 2008

In this study, to establish countermeasure from marine casualties as a basic study fur long-term prediction of topographical change around Jinudo in the Nakdong river estuary, spatio-temporal topographical change monitoring was carried out. Also, in order to estimate the deposition variations concerning SS (Suspended Solid) flux which moved at St.S1 during neap and spring tide, respectively. From the topographical monitoring, it was found that the annual mean ground level and deposition rate were 141 mm and 0.36 mm/day and all parts except the northern part of Jinudo had the active topographical changes and a tendency to annually deposit. From vertical distribution of SS net fluxes, $SS_{LH}$ (latitudinal SS net flux) during spring tide overall flows average 28 $kg/m^2/hr$ (eastward), and $SS_{LV}$ (longitudinal SS net flux) flows average 11.1 $kg/m^2/hr$ (northward). And, $SS_{LH}$ overall flows average 4.8 $kg/m^2/hr$ (eastward), and $SS_{LV}$ flows average 1.5 $kg/m^2/hr$ (northward) during neap tide similar with spring tide. The depth averaged values of the latitudinal and longitudinal SS net fluxes during spring tide were approximately 6 times higher than those during neap tide. As result of, it was considered that topographical change of southern part of Jinudo was affected by resuspension of bottom sediments due to strong current in bottom layer during flood flow.

• Journal of agriculture & life science
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• v.52 no.6
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• pp.89-101
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• 2018

The purpose of this study was to evaluate the variation of water quality in the Nakdong River by the Four major river projects. For this purpose, the nearest upstream water quality monitoring stations were selected and water quality data such as BOD, COD, SS, TN, TP, and TOC were collected for the before Four major river project(from January 2003 to November 2008), during the project(from September 2008 to April 2012) and after the project(from May 2012 to September 2017). As a result, the concentration of DO, BOD, COD, TN, and TOC after the project tend to be higher than the before project period. On the other hand, the SS and T-P values decreased after the project. Spatial analysis of BOD, COD, and TOC, which have large changes in water quality factor, by water quality grade, showed a tendency that water quality grade after the project was worse than before the project.