• Title/Summary/Keyword: Improvement of water environment in Retention pond

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A Study on the Improvement of Water Environment in Retention Pond by Seawater Flocculation and Fenton Oxidation (해수 응집과 펜턴 산화에 의한 유수지 수환경 개선에 관한 연구)

  • Kim, Jin-Han;Jun, Se-Jin;Lim, Ji-Young;Song, Yun-Min;Yoo, Kun-Woo;Jung, Jong-Tai;Park, Jung-Hwan
    • Journal of Wetlands Research
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    • v.12 no.1
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    • pp.75-82
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    • 2010
  • This study was performed to figure out what would be effective to improve water environment in a retention pond which was located in Incheon. Chemical coagulation, seawater flocculation and Fenton treatment were carried out to improve water and sediment quality for the retention pond. Experimental results showed that pH of 11 was optimum pH for seawater flocculation and the high removal rates in terms of SS and T-P can be obtained by seawater flocculation. To eliminate the pollutants from the sediments we applied Fenton oxidation process. We compared whether direct oxidizing the sediments would be more effective than oxidizing them after elution. By Fenton oxidation only, the COD removal rate was 0.55 grams per one $H_2O_2$ gram. Whereas the removed COD grams per one $H_2O_2$ gram were 0.69 by Fenton oxidation after elution. It showed that the oxidizing after elution was about 25% more effective than the oxidizing without elution. Both treatments could improve the water quality of a retention pond from a level 6(very bad) to a level 3(normal) of Lake Water Quality Standard.

Detention Orifice Design for Non-point Source Management Using SWMM (SWMM을 이용한 비점오염원 관리 저류지의 오리피스 설계기법 연구)

  • Cho, SeonJu;Kim, Sangdan
    • Journal of Korean Society on Water Environment
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    • v.28 no.5
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    • pp.686-692
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    • 2012
  • This study illustrates how to design and evaluate a non-point sources management detention pond using SWMM. In particular, special attention is given to the orifice design. In SWMM, orifice properties that need to be defined include its height above the bottom of the storage unit, its type, its geometry and its hydraulic properties. Among the various characteristics of orifice, the orifice hole size which is closely related to hydraulic retention time is focused in this study. Sensitivity analysis of orifice size in annual non-point sources reduction efficiency is carried out. In addition, a methodology which can be used to design a virtual junction in SWMM has been proposed to quantify water quality improvement triggered by the detention pond installation. As a result, it is recommended that a detention outlet should be designed to be about 2 to 3 days of hydraulic retention time.

Evaluation of the Impacts of Water Quality Management in Kyongan Stream Watershed using SWAT Model (SWAT 모델을 이용한 경안천 유역의 수질관리 영향 평가)

  • Jang, Jae-Ho;Yoon, Chun-Gyeong;Jung, Kwang-Wook;Kim, Hyung-Chul
    • Journal of Korean Society on Water Environment
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    • v.26 no.3
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    • pp.387-398
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    • 2010
  • SWAT model would be applied to evaluate the pollutant removal capacity with various best management practices (BMPs) in Kyongan stream watershed which plays an important role in water quality conservation and improvement of Paldang reservoir. The methods for the representation of various BMPs scenarios with SWAT is developed and evaluated. Riparian buffer strip, agricultural conservation practices to reduce fertilizer, sediment, and nutrients occurring from farm field (Grassed swale, Contour farming/Parallel terrace, Field border, Farm retention pond, Grade stabilization structure), and washland such as wetland and pond to extend detention and improve water quality are represented in SWAT. And to represent the expansion of existing Waste Water Treatment Plants (WWTPs) in Soil and Water Assessment Tool (SWAT), reduction effect for point source pollutants was simulated. As the result of simulation, the removal rates of SS, TN, TP from scenarios of Kyongan stream watershed are the average annual SS yield by 5.2% to 69.2%, the average annual TN yield by 0.5% to 26.3%, and the average annual TP yield by 1.3% to 32.5%, respectively. This study has demonstrated that the SWAT is a very reliable and useful water quality and quantity assessment tool, and the BMPs representation in SWAT for watershed management is able to effectively simulate in Kyongan Stream watershed.

Problems of lake water management in Korea (한국의 호수 수질관리의 문제점)

  • 김범철;전만식;김윤희
    • Proceedings of the Korean Society of Environment and Ecology Conference
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    • 2003.10a
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    • pp.105-126
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    • 2003
  • In Korea most of annual rainfall is concentrated in several episodic heavy rains during the season of summer monsoon and typhoon. Because of uneven rainfall distribution many dams have been constructed in order to secure water supply in dry seasons. The Han River system has the most dams among Korean rivers, and the river is a series of dams now. Reservoirs need different strategy of water quality control from river water. Autochthonous organic matter and phosphorus should be the major target to be controlled in lakes. In this Paper some problems are discussed that makes efforts of water quality improvement ineffective in lakes of Korea, even after the substantial investment to wastewater treatment facilities.1) Phosphorus is the key factor controlling eutrophication of lakes and the reduction ofphosphors should be the major target of water treatment. However, water quality management strategy in Korea is still stream-oriented, and focused on BOD removal from sewage. Phosphorus removal efficiency remains as low as 10-30%, because biological treatment is adopted for both secondary treatment and advanced treatment. The standard for TP concentration of the sewage treatment plant effluent is 6 mgP/l in most of regions, and 2 mg/l in enforced region near metropolitan water intake point. TP in the effluents of sewage treatment plants are usually 1-2 mg/1, and most of plants meet the effluent regulation without a further phosphorus removal process. The generous TP standard for effluents discourages further efforts to improve phosphorus removal efficiency of sewage treatment. Considering that TP standard for the effluent is below 0.1 mg/l in some countries, it should be amended to below 0.1 mg/l in Korea, especially in the watershed of large lakes.2) Urban runoff and combined sewer overflow are not treated, even though their total loading into lakes can be comparable to municipal sewage discharges on dry days. Chemical coagulation and rapid settling might be the solution to urban runoff in regard of intermittent operation on only rainy days.3) Aggregated precipitation in Korea that is concentrated on several episodic heavyrains per year causes a large amount of nonpoint source pollution loading into lakes. It makes the treatment of nonpoint source discharge by methods of other countries of even rain pattern, such as retention pond or artificial wetland, impractical in Korea.4) The application rate of fertilizers in Korea is ten times as high as the average ofOECD countries. The total manure discharge from animal farming is thought to be over the capacity of soil treatment in Korea. Even though large portion of manure is composted for organic fertilizer, a lot of nutrients and organic matter emanates from organic compost. The reduction of application rate and discharge rate of phosphorus from agricultural fields should be encouraged by incentives and regulations.5) There is a lot of vegetable fields with high slopes in the upstream region of the HanRiver. Soil erosion is severe due to high slopes, and fertilizer is discharged in the form of adsorbed phosphorus on clay surface. The reduction of soil erosion in the upland area should be the major preventive policy for eutrophication. Uplands of high slope must be recovered to forest, and eroded gullies should be reformed into grass-buffered natural streams which are wider and resistant to bank erosion.

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