• Journal of the Korea Organic Resources Recycling Association
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• v.8 no.4
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• pp.153-159
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• 2000

Large-scale simulated lysimeter experiments were conducted for 4 years as a fundamental study to develop enhanced landfill stabilization method, which accelerate stabilization time and make efficient practical use of self-purification capacity of pollutants in semi-aerobic solid waste landfill. The amount of TOC(total organic carbon) decomposition increased as the landfill depth increased. In case of T-N(total nitrogen), the self-purification capacity increased linearly with the landfill thickness until it reached a maximum level of 6 m. Beyond this level, the self-purification capacity was not increased. The results from lysimeter experiments indicate that 6m of landfill thickness is optimum for self-purification capacity of pollutants considering the mass balance of TOC and T-N.

• Korean Journal of Fisheries and Aquatic Sciences
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• v.20 no.1
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• pp.69-78
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• 1987

Human wastes are rich in organic matter and therefore affect the dissolved oxygen when they are discharged into the sea. The breakdown of this organic matter liberates nutrients. The purpose of this study is to evaluate the self-purification capacity in the southern waters of the East Sea during the three cruises in June, July and August, 1986. Streeter and Phelps' model has been used in this study. Factors in this model, deoxygenation constant and reaeration coefficient, have been determined by applying oxygen consumption method and a closed system model. Deoxygenation constant and reaeretion coefficient are 0.177-0.313/day and 0.025-0.364/day respectively. The self-purification capacity to the DO value of 5mg/l is found to be $42.29\~434.25g\;BOD/m^2$, and to a great extent depends on the vertical mixing.

• Korean Journal of Environmental Agriculture
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• v.1 no.1
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• pp.39-47
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• 1982

Dissolved oxygen, BOD and flow pattern of the Nakdong River stream were measured for 3 years from 1978 to 1980 at quarterly intervals of January, April, June and October at 12 sites along the main stream from Sangju to Imhaejin and at 2 sites of Geumho and Nam River tributaries. With these data, the self-purification factors of the river were computed to obtain the following results: 1) The average BOD loads per day at the tributary of Geumho River were 94 tons in January, 39 tons in April, 60 tons in July and 54 tons in October, and these are considered to be the main source of water pollution toward the main stream of the Nakdong River. 2) Self-purification factors for the Hwawon-Hyunpung region of the main stream after receiving Geumho River water were computed to give $0.21{\sim}0.59$ of deoxygenation $constant(K_1)$ and $0.56{\sim}2.27$ of reaeration $constant(K_2)$. The oxygen-sag curves constructed for the main stream showed a remarkable decline at Hwawon and a quick recovery at Hyunpung, indicating a rapid decomposition of pollution loads received from the Geumho River. It was confirmed that the self-purification capacity of the Nakdong River was relatively high.

• Korean Journal of Ecology and Environment
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• v.34 no.2 s.94
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• pp.126-132
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• 2001

Urbanization and population increase result in the construction of STPs (Sewage Treatment Plants). Discharge from STPs greatly influences on the water quality in the stream which receives discharges. The decision of STP location should be considered with the discharge capacity of STP and self-purification of river in the water quality perspectively. In this study, a change of dissolved oxygen (DO) in a river being affected by STP discharge was simulated by the STELLA model. Minimum DO was 4.98 ppm in 42.6 km downstream of STP. Approximately, it takes 8days to recover the DO by the self-purification and this location is 340 km down-stream from the STP. If the model run for the consideration of the self-purification without phytoplankton algorithms, minimum DO was 4.92 ppm. It took 0.25 day longer to be the minimum DO than that with the phytoplankton functions. Without the phytoplankton algorithm, it took 11days to recover the DO. This proves the importance of phytoplankton in the self-purification processes. Additionally, the effect of adjacent STP discharge should be considered in the construction of new STP.

• The Korean Journal of Ecology
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• v.17 no.3
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• pp.355-366
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• 1994

The purpose of this study was to investigate the changes of water quality and the patterns of self-purification with season in Gokneung stream. The vegetation in the ecosystem around Gokneung stream was dominated by Quercus species. In the physicochemical analysis based on the contents of DO, BOD, conductivity and total phosphorus, the upstream seemed to have been polluted, but the downstream was self-purified. In biological investigation by bentic macroinvertebrates, the result was similar to that in the physicochemical analysis. The self-purification constant based on BOD of the upstream, 1.013, was the highest. In the self-purification constants with month, that of September was 0.995 and that of January was 0.272. These results indicated that the self purification capacities of spring and autumn were larger than those of winter and summer in Gokneung stream.

• Journal of Environmental Impact Assessment
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• v.17 no.5
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• pp.271-278
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• 2008

The purpose of this research provides the basic solution about waterfront and promotes the inherent capability, that recoveries both the river and gives the river for water quality to improve plan. In this study, we compare and analysis the slope contact between filter media of the porous concrete and planting concrete. As a result, when appling the porous concrete, it can show the removal efficiency is SS 53%, BOD 39%, COD 20%, T-N 36% T-P 42% and appling planting concrete is SS 58%, BOD42%, COD 26%, T-N 45%, T-P 53%. Therefore, planting concrete is higher removal efficiency (SS 5%, BOD 3%, COD 6%, T-N 9%, T-P 10%) than porous concrete. The experimental results show that using purification filter media on planting concrete is better than on porous concrete, because it have the higher purification filter efficiency. The quality of water improves vegetarian concrete, that can expect the increase of the self-purification capacity and improve the spectacle for providing the waterside and planting of planting concrete. In addition, it can complete and apply the research if having enough time for experimentation and accurate study for mechanism by plant, we can use both planting concrete filter media and the existing dike. As a result, we can gain the better quality of the water of the city's rivers and good economic value, that is spread by all cities applicable technologies. So it can be expected using well for future.

• Korean Journal of Microbiology
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• v.26 no.4
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• pp.339-347
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• 1988

The rate of bacterial degradation of hydrocarbon was estimated for the measurment of the self-purification capacity of the aquatic ecosystem. Strain ND601P-2, selected as petroleum degrading bacteria from Nakdong River Estuary with high degradability of petroleum, transformed 42% of hexadecane to $CO_{2}$ or cell mateials under the conditions of $25^{\circ}C$, 0.03M NaCl, 167mg-$NH_{4}^+/1, 950 mg-PO_{4}^{3-}$/1, 50 mg-hexadecane/1. The mineralization rate was found to be significantly affected by the temperature and the $Q_{10}$ value was 2.2. Teh optimal salinity of the strain ND601P-2 was 2o/oo. The increased salinity caused the elevation of % respiration value and the prolonged lag phase.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2018.05a
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• pp.191-192
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• 2018

해안을 따라 인구밀도가 증가하고 임해지역공단 등 산업시설이 밀집하여 처리되지 않은 하 폐수가 증가하고 있다. 특히, 최근엔 필리핀 보라카이와 같이 관광 위락시설에 의한 하수가 대량으로 발생하고 있다. 또한, 세계적으로 거의 모든 국가의 주요 해안도시는 이러한 도시하수를 바다로 방류하고 있다. 현재로선 이러한 하 폐수의 처리는 바다의 자정능력(self-purification capacity) 한계를 고려한 하수의 해양으로의 방류가 최선의 방법으로 판단된다. 현재 국내에서는 지역에 따른 배출허용기준에 따라 하수의 처리수 방류가 규제되고 있지만, 확산영역에 대한 법적 기준치는 제시되지 않고 있으며, 인근에 위치한 권리자들과의 이해관계 해결에만 몰두하고 있는 실정이다. 또한 확산영향예측이 원역 해석모형(Far Field analysis model)에 의해 수행되기 때문에 근역(Near Field)에서의 영향을 간과하고 있다고 판단된다. 따라서 금회 연구에서는 기존 연구결과를 기준하여 특정해역에 대한 원역과 근역 해석에 따른 확산영향 예측을 수행하고 그 결과를 비교하여 앞으로의 해석방법을 제시하고자 한다.

• Journal of Korean Society of Water and Wastewater
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• v.32 no.6
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• pp.487-497
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• 2018

Water quality improvement processes for stagnant area consist mainly of technologies applying vegetation and artificial water circulation, and these existing technologies have some limits to handle pollution loads effectively. To improve the purification efficiency, eco-friendly technologies should be developed that can reinforce self-purification functions. In this study, a multi-functional floating island combined with physical chemical biological functions ((1) flotation and oxidization using microbubbles, (2) vegetation purification and (3) bio-filtration with improved adsorption capacity) has been developed and basic experiments were performed to determine the optimal combination conditions for each unit process. It has been shown that it is desirable to operate the microbubble unit process under conditions greater than $3.5kgf/cm^2$. In vegetation purification unit process, Yellow Iris (Iris pseudacorus) was suggested to be suitable considering water quality, landscape improvement and maintenance. When granular red-mud was applied to the bio-filtration unit process, it was found that T-P removal efficiency was good and its value was also stable for various linear velocity conditions. The appropriate thickness of filter media was suggested between 30 and 45 cm. In this study, the optimal design and operating parameters of the multi-functional floating island have been presented based on the results of the basic experiments of each unit process.

• Journal of Korean Society of Water and Wastewater
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• v.27 no.5
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• pp.603-610
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• 2013

According to industrialization, increased toxic chemicals discharge has been causing water pollution. Especially domestic sewage is a major source of water pollution. Sixty percent of the total wastewater discharged is domestic sewage. Self-purification capacity of rivers and streams is drastically reduced by the emission of domestic sewage, industrial wastewater and livestock wastewater. Although domestic sewage is managed by implementing standards and regulations, toxicity effect of domestic sewage to humans and the environment is not yet clearly understood. In this study, by using daphnia magna, the ecotoxicity of domestic swage was assessed. Cl, Cu, Pb, COD, T-N, DO, pH and residual chlorine were investigated as background concentrations. The experiments were conducted with water samples obtained from three local sewage treatment plants. The experiment results indicated that higher level of toxicity corresponds to the higher pollution concentrations. The higher level of combinations of background concentrations such as heavy metals leads to the worse ecotoxicity. Especially, the Cu concentration affects the TU value.