• Title/Summary/Keyword: 잡용수

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Characteristics of Environmental Contamination for the Groundwater and Stream Water in the Vicinity of the Woonjeongdong Sanitary Landfill Area in Kwangju-city, Korea (광주광역시 운정동 위생매립장 주변 지하수와 하천수의 환경지구화학적 오염특성)

  • 오근창;윤정환;김경웅;박천영;김정빈
    • Economic and Environmental Geology
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    • v.34 no.6
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    • pp.523-537
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    • 2001
  • The physical properties of pH, turbidity, TDS and salt contents in the stream water near the entrance of Woonjcongdong sanitary landfill area with a drainage pipe are higher than those in neighbored drainage system, but DO it lower than that in neighbored drainage system blue to the eutrophication. In the ground water, pH, turbidity, TDS and salt contents at A ,F and C where may be under effect of the Woonjeongdong sanitary landfill area, are also shown higher values in contrast to other groundwater site, like B , D , and E , Particularly, the groundwater in A , F and C are plotted in Na-Cl type (If the piper diagram, which is an another important prolf of the contaminapion by the leachate and washing water from the Woonjeongdong sanitary landfill area. Some elements and physical properties of the waters in rainy season are desplayed a clear characteristics of contaminaton, compared to the theose of winter in thes study. Elements such as Ca, Mg, Na, K, Cl­,$SO_4^{2-} , \;and \;F­^-$) are accompanied well with each other by the result of water in the vicinity of landfillarea.

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Analysis on Rainwater Harvesting System as a Source of Non-Potable Water for Flood Mitigation in Metro Manila (마닐라의 홍수저감을 위한 잡용수 대체자원으로서의 가정용우수저류시설 분석)

  • Necesito, Imee V.;Felix, Micah Lourdes A.;Kim, Lee-Hyung;Cheong, Tae Sung;Jeong, Sangman
    • Journal of Wetlands Research
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    • v.15 no.2
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    • pp.223-231
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    • 2013
  • Excessive precipitation, drought, heat waves, strong typhoons and rising sea levels are just some of the common indicators of climate change. In the Philippines, excessive precipitation never failed to devastate and drown the streets of Metro Manila, a highly urbanized and flood-prone area; such problems are expected to occur frequently. Moreover, the water supply of Metro Manila is dependent only to Angat Reservoir. Rainwater harvesting can serve as an alternative source of raw water and it can mitigate the effects of flooding. The harvested rainwater can be used for: potable consumption if filtered and disinfected; and non-potable consumptions (e.g., irrigation, flushing toilets, carwash, gardening, etc.) if used untreated. The rainfall data were gathered from all 5 rainfall stations located in Metro Manila namely: Science Garden, Port Area, Polo, Nangka and Napindan rain gauge stations. To be able to determine the potential volume of rainwater harvested and the potentiality of rainwater harvesting system as an alternate source of raw water; in this study, three different climatic conditions were considered, the dry, median and wet rainfall years. The frequent occurrence of cyclonic events in the Philippines brought significant amount of rainwater that causes flooding in the highly urbanized region of Metro Manila. Based from the results of this study, the utilization of rainwater harvesting system can serve as an alternative source of non-potable water for the community; and could also reduce the amount of surface runoff that could result to extreme flooding.

Hydraulic characteristics and particle behavior in rainwater retention facilities (빗물저류시설에서 수리학적 흐름특성과 입자의 거동)

  • Yoo, Hyoung-Keun;Mun, Jung-Soo;Han, Moo-Young
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.141-146
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    • 2008
  • 빗물 유출량 제어를 위한 빗물 저류 시설에서 지금까지는 저류되는 용량이 주된 관심사였다. 많은 물을 순간적으로 저류하여 지체시킴으로서 유출량을 감소시키는 것이 목적이었다. 하지만 이러한 빗물저류시설은 저류기능 뿐만 아니라 침전에 의한 수질개선효과도 가지고 있다. 이렇게 저류된 물을 갈수기에는 화장실 용수나 잡용수로 사용할 수도 있고, 수질 개선을 통하여 하수 오염 부하량의 경감효과까지 노릴 수 있다. 이러한 수질개선 효과를 알아보기 위해서는 빗물 저류시설의 수리학적 흐름특성과 입자의 거동파악이 필수적이다. 본 연구에서는 CFD(Computational Fluid Dynamic)를 이용하여 빗물저류시설 중 하나인 빗물저장조의 수리학적 흐름특성 및 입자의 거동을 살펴보았다. 빗물저장조는 유출입패턴이 불규칙하다. 이를 크게 네 가지 경우로 나누어 살펴보면, 유입만 있고 유출이 없는 경우(Case 1), 유입과 유출이 동시에 있는 경우(Case 2), 유출입이 모두 없는 경우(Case 3), 유출만 있고 유입이 없는 경우(Case 4)로 살펴 볼 수 있다. 기존의 수량 측면에만 한정되었던 빗물 저류 시설에 대한 연구를 수자원 절약과 수질 개선을 통한 하수도 오염 부하량 감소의 측면을 덧붙여 빗물 저류 시설의 목적 범위를 확장할 수 있다.

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A Study on the Sustainable Measures and the Full Use of the SIHWA-LAKE Development Project (SLDP) (지속가능한 시화호의 대책과 활용방안들에 관한 고찰)

  • Kim, Hee-Sam;Cho, Jai-Rip
    • Proceedings of the Korean Society for Quality Management Conference
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    • 2006.04a
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    • pp.367-374
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    • 2006
  • 시화호 개발 시점은 1975년 농업진흥공사가 시화호 유역을 간척농지로 개발한다는 계획을 수립한 시점부터 잡을 수 있으나 건설교통부가 이 지역을 반월특수지역 개발구역으로 지정한 1986년 9월 27일로 보는 것이 타당할 것으로 본다. 1986년에 정부가 그렇게 지정한 목적은 이 지역을 방조제로 막아서 담수호를 만들어 농업용수를 공급하고 농지 조성과 수자원 확보를 기한다는 목적 및 그에 따른 수도권 인구 분산 및 도서 지역 균형 개발을 이루겠다는 것이었다. 그러나 1995년 4월 2억4천백85만 톤의 썩은 시화호 물을 서해로 당류하고 바닷물을 유입한 이래 2001년 2월 정부가 다시 해수호로 인정하기까지 이 호수는 숟한 우여 곡절과 정부의 잦은 정책 변경으로 자연 환경이 파괴되었으며 생태계 변화에 따른 인근 지역과 농작물에 많은 피해를 보았고 염색 공단에서 흘러나온 폐수로 인해 악취를 풍기는 등 오염이 심각해 완전히 실패로 돌아간 '환경실패대작'이라고 할 수 있다. 이렇게 된 데는 정책 집행 과정에서 환경오염 저해 요인에 대한 무사 안일한 대처, 비밀주의, 철저하지 못한 오폐수의 단속 등 정부 폭의 실책을 우선해서 말할 수 있다. 본 논문에서는 이런 것을 포함해서 시화호가 실패하게 된 여타 중요 요인에 대해서 알아보고 또 지속 가능한 활용방안 및 대책에 대해서 간략히 알아보고자 한다.

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Research on the Loss of Irrigation Water Flowing in the Earth Channel (흙 수로내에서의 용수손실에 관한 연구)

  • 김철회
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.14 no.3
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    • pp.2703-2715
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    • 1972
  • 1. Title of Research Research on the Loss of Irrigation Water Flowing in Earth Channel. 2. Purpose and Importance of Research The purpose of this research is to obtain the accurate loss rated of irrigation water flowing in earth channels so as to give a criterion of designing rational and effective suplpy project of irrigations water. It is the present status that the loss rates of 10 to 20% are obscurely applied without any scientific proof. Therefore, the importance of this research lies in securing loss rates, which are experimentally proves to be suitable for specific local conditions. 3. Content and Scope of Research The selected test reach of the main channel is 1,000m long. Discharges were measured at up and downstream enps by using current meter. The test reach of the lateral channel is 500m long, and parshall flumes were set at both ends to measure inflow and outflow. Finally, for the supply ditch, the test section is 200m long, and sharp-edged rectangular weirs were provided at both ends to measure inflow and outflow. In addition, various factors influence on the loss of irrigation water in channel wer examined. 4. Results of Research and Proposition Results: 1. In the main channel, which is 1,000 M long, and has a slope of 1/3,000 and was constructed by cutting earth, its loss rate is 9.64%. 2. In the lateral, which has a slope of 1/1,500, and is 500m long, and was constructed by cutting, its loss rate is 15.55%. Its average seepage rate is 2.08cm/day. 3. In the supply ditch, which has a slope of 1/300, and is 200m long, and was constructed by filling earth, its loss rate is 12.34%, its average seepage rate being 3.37cm/day. Proposition: As could be seen in the results above-mentioned, it is contradictory to apply a loss rate of 20% for every main channels and 15% for every laterals without variation, as done so for in planning irrigation project. The fact, however, is that loss rates must be different according to localities and characteristics. Due to the fact that this experiment is small in its scope and is nothing but a preliminary one, it is hardly possible to draw decisive conclusions with the results obtained in this research. Loss rates, that are secured through more extensive research, should be used, in order to establish precise irrigation project. Moreover, such researches should be carried out for a number of loclities throughout the nation.

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Treatment Characteristics of Rapid filtration Process treating Secondary Clarifier Effluent for Wastewater Reuse (처리수 재이용을 위한 최종침전지 유출수의 급속여과공정 처리특성)

  • Han, Dong-U
    • Journal of Korea Water Resources Association
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    • v.35 no.2
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    • pp.213-220
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    • 2002
  • This reserch was focused upon experimental study for wastewater reuse and conducted to evaluate optimum operating conditions of rapid filtration process such as filter flow rate, filtration time and backwashing condition for reuse of secondary-treated effluent using the pilot plant installed in real wastewater treatment plant. Also, the experiment on treatment char-acteristics of coagulant-added activated sludge process was performed to compare with activated sludge succeeded to rapid filtration. As the filtration velocity was 100m/day, the filtration time of the rapid filter connected with activated sludge system was revealed to 40 hours. Backwashing of filter was conducted by water wash and air scour. The optimum backwashing time and backwash flow rate were 10min and 10LPM, respectively. The quantity of backwashing water of the rapid filter was about 2% of total treated water.

A Study on the Spatial Structure and landscape techniques of the Central Government Office(中央官衙) reviewed through the 'Sukchunjeado(宿踐諸衙圖)' ('숙천제아도(宿踐諸衙圖)'를 통해 본 조선시대 중앙관아의 공간구조와 조경기법)

  • Shin, Sang-sup;Kim, Hyun-wuk;Park, Young-kwan
    • Korean Journal of Heritage: History & Science
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    • v.47 no.3
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    • pp.42-59
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    • 2014
  • Han Pilgyo (1807~1878) was a scholar-official in the later period of the Joseon Dynasty. The research results on spatial structure and landscape techniques of the central government office reviewed through the Sukcheonjeado(宿踐諸衙圖) album collection edited by Han Pilgyo are as follows. First, Sukcheonjeado(宿踐諸衙圖) using Sabangjeondomyobeob(四方顚倒描法, a Korean traditional drawing type) is uniquely proven historical data which helps to understand the spatial structure of the center and local government offices and the characteristics of cultural landscape. Secondly, the central government office located in Yookcho(六曹) Street which is the outside Gwanghwamun(光化門) of the Main Palace(Gyeongbokgung, 景福宮) of the Joseon Dynasty has a center facility(Dangsangdaecheong, 堂上大廳) and attached buildings which are distributed from high to low or from left to right, according to its order of presidency in square-shaped portion of land. The main building was located facing south and by considering the administrative convenience, the environmental effect and the practice of Confucian norms this structure reflects a hierarchical landuse system. Thirdly, the main buildings such as Dangsangdaecheong and Hyangcheong(鄕廳), which are the working place for government officials had large square front yards for constructing a practical patio garden. The back garden was tended to reflect the meaning landscape, with such as pond and pavilion. A particular point was the repeated crossing of active space and passive space(movement and stillness, building and yard, yard and garden), which implements the Yin-Yang principle. Fourth, the characteristics that can be extracted from the central government office landscapes are (1) expandability of outdoor space, connects of front gardens, emphasizes the characteristic of serviceable gardens and back gardens, which in turn emphasizes scenic sides, (2) introduction of water features(square-shaped ponds) that can be used as fire-water and considers environmental-amenity and landscape characteristics, (3) introduction of pavilions for relaxation, mental and physical discipline, and the development of back gardens, (4) significance of Jeongsimsoo(庭心樹) in such things as selection of concise landscape plants like lotus, willow, pine, zelkova and so on, and limited plant introduction, (5) environmental design techniques which set importance on not only aesthetics and ideality but also practical value. Thus, these aspects of the government office landscape can be said to be the universality and particularity of Korean traditional landscape technique and can be extracted similarly in the palaces, temples, lecture halls, and houses of the upper class of the Joseon Dynasty.