• Title/Summary/Keyword: Intercepting Facility

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Study on the determination of optimum size of storage tank and intercepting capacity for CSOs reduction in urban area (도시지역 CSOs 저감을 위한 저류조 및 이송관로의 최적 용량결정에 관한 연구)

  • Lee, Kwan Yong;Choi, Won Suk;Lee, Yong Jae;Koo, Won Suk;Song, Chang Soo
    • Journal of Korean Society of Water and Wastewater
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    • v.26 no.6
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    • pp.735-745
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    • 2012
  • Storage method is one of major measures for reduction of CSOs pollutant loads and several projects have been done nationwide. But systematic analysis of intercepting capacity has not been studied to determine optimum size of storage facility. In this research, not only storage volume but also intercepting capacity which means flow capacity from intercepting facility to CSOs storage facility was studied and optimum sizing method for storage facility was proposed. The result shows that pollutants reduction efficiency can be increased significantly by increasing intercepting capacity and it might reduce storage volume and total construction costs. Intercepting capacity for the study area was evaluated and it was shown as equivalent to 83 % probability rainfall intensity.

Determination of Interception Flow by Pollution Load Budget Analysis in Combined Sewer Watershed (II) - Establishment of Intercepting Capacity and Reduction Goal of Overflow Pollution Load - (오염부하 물질수지 분석을 통한 합류식 하수관거 적정 차집용량 결정(II) - 차집용량과 월류오염부하 삭감목표 설정 -)

  • Lee, Doojin;Shin, EungBai
    • Journal of Korean Society of Water and Wastewater
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    • v.19 no.5
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    • pp.557-564
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    • 2005
  • The objective of this study is to evaluate a criteria of intercepting capacity and a reduction goal of overflow pollution load in combined sewer system. In the current criteria of intercepting capacity in the domestic sewage facility standard, it is known that three times of peak sewage (Q) in dry period or runoff flow by 2mm/hr is not appropriate since the intercepted flow is estimated by runoff and show different result even in the same watershed. Though a reduction goal of overflow pollution load can be determined from 1) same level of storm-water runoff pollution load in separated storm sewer, 2) less than 5% sewage load in dry weather period, by the domestic sewage facility standard, the simulated results from storm-water model show large differences between two criteria. While it is predicted that sewage pollution load standard three time larger than separated storm sewer standard in high population density and urbanized area, it is shown that separate storm sewer standard larger than sewage pollution load standard in middle population density and developing area. Accordingly, it is proposed that more reasonable intercepting flow and reduction goal of overflows pollution load should be established to minimize discharging pollution load in combined sewer systems. For the purpose, a resonable standard has to be amended by pollution load balance considering the characteristics of a watershed for generation, collection, treatment, and discharging flow.

Flow Control Method for Resolving Non-Point Pollutants in Road Surface in Initial Rainfall (초기 강우 시 도로면 비점오염원 해소를 위한 유량제어 방법)

  • Han, Sang-Bae;Kim, Nam-Ho
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2021.05a
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    • pp.220-223
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    • 2021
  • This paper concerns a flow control method that can reduce rainwater containing non-point contamination accumulated on road surfaces during initial rainfall. In early rainfall, non-point pollutants are blocked from entering rivers and oceans and flow to sewage treatment plants. Afterwards, rainwater, which has been removed from the non-point pollution source through jet lag, is safely flowing into the river.

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A Study on Microbial Pollution of Indoor Air at Elderly Care Facilities (노인요양시설의 실내공기 중 미생물 오염에 관한 연구)

  • Kim, Sang-Ha;Kim, Young-Kwon
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.10 no.9
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    • pp.2485-2491
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    • 2009
  • Culture was performed by using Sheep Blood Agar Plate (BAP, Asan Pharmaceutical) and Sabouraud Dextrose Ager (SDA, Asan Pharmaceutical) along with air $IDEAL^{TM}$ (Biomerieux), which is a microbe interceptor based on inertial impaction interception, in order to investigate bioaerosol in indoor and outdoor air at five elderly care facilities in a metropolis and an urban-rural consolidated city for two months from April 1 to May 31, 2007. From the culture followed by isolation and identification, the following conclusions were drawn. 1. As for the general isolation of microbes in each facility, care center S had the largest amount of microbes (263 cfu/$m^3$) isolated in a 300L room, followed by care center U having 123 cfu/$m^3$ isolated. 2. As for the number of bacteria isolated from a medium intercepting 300 L indoor, the largest amount of other unidentified or non-pathogenic Gram positive cocci (321 cfu/$m^3$) was isolated and most of the other Gram positive cocci were CNS (Coagulase Negative Staphylococcus). 3. As for the number of fungi isolated from a medium intercepting 300 L in a room, the largest number of Aspergillus spp. (66) was isolated, followed by Mucor spp. (62 cfu/$m^3$), Penicillium spp. (53 cfu/$m^3$), Alternaria spp. (50), and other unidentified or non-pathogenic fungi (42 cfu/$m^3$). 4. As for the rate of indoor and outdoor pollution, the average number of interceptions was all larger indoor than outdoor; the research differentiating the amount of air into 300 L and 500 L demonstrated that the larger amount of air led to more bacteria, making no great variation in the species.