• 수도
• /
• 제23권5호통권80호
• /
• pp.31-45
• /
• 1996

• 수도
• /
• 통권69호
• /
• pp.104-119
• /
• 1994

• 상하수도학회지
• /
• 제18권2호
• /
• pp.94-98
• /
• 2004

• 산업기술연구
• /
• 제22권B호
• /
• pp.103-108
• /
• 2002

This research was performed to investigate the generation and physico-chemical characteristics of municipal solid wastes. The results were as follows: i) The generation rate and bulk density were 0.157 kg/cap/d and 147.8 g/L in residential zone, respectively. In non-residential zone, the generation and bulk density were 1.71 kg/cap/d and 85.6 g/L, respectively. Consequently, bulk density of non-residential zone was lower than that of residential zone. ii) The wastes consisted of 90% of combustibles and 10% of incombustibles in residential zone. And the wastes from non-residential zone was composed 85% of combustibles and 15% of incombustibles. iii) Water content was estimated at 47~50% in residential zone and restaurants. In non-residential zone, except restaurants, water content was in the range of 10~30%. Ash content was nearly 10% in overall zone.

• 대한토목학회논문집
• /
• 제14권6호
• /
• pp.1375-1383
• /
• 1994

관수로시스템 문제는 수리학적 및 시스템운영 제약조건아래서 시스템의 전체비용을 최소비용으로 구하는 것이다. 관수로시스템 문제는 수많은 국지해(local minimum)을 갖는 비볼록(nonconvex) 이므로 종래의 최적화 기법은 임의의 국지해만을 구할 수 있다. 따라서 본 연구에서는 좀더 나은 국지해를 구하기 위해 외부탐사 및 내부최적화 단계 즉 2 단계 분해기법을 제안하였다. 외부탐사 단계에서는 관로들의 최적유량을 찾기 위해 여러 국지해 사이를 이동하면서 좀더 나은 국지해를 찾는 방법인 추계학적탐사방법(stochastic probing method)을 이용 하였고 내부최적화 단계(local minimizer)에서는 외부탐사 단계에서 구한 국지해를 증진시킨다. 이 제안한 방법은 신설 관수로시스템 설계와 기존 관수로시스템의 확장에 적용할 수 있으며, 제안한 방법의 효율성을 검증하기 위해 어느 관수로시스템을 표본으로 채택하여 제안한 방법을 적용한 결과 먼저 발표된 연구자들의 결과보다 적은 비용으로 설계할 수 있었다.

• 환경위생공학
• /
• 제3권1호
• /
• pp.27-39
• /
• 1988

This investigation was carried out to evaluate the removal effect of biological contaminants for the municipal sewage treatment process at Cheonggye Cheon terminal plant which in the first plant for municipal sewage treatment in Seoul area. It was conducted in raw influent, primary treatment water and secondary treatment water from September, 1986 to July, 1987. The results were as follow; 1, The primary treatment could eliminate microbials for $65.38\%$ of total bacteria, $64.35\%$ of total coliform, $62.16\%$ of fecal coliform $69.48\%$ of pseudomonas and $64.70\%$ of fecal streptococci in averages for a year respectively. 2. The secondary treatment could eliminate microbials for $97.50\%$ of total bacteria, $97.30\%$of total coliform, $95.95\%$ of fecal coliform, $97.00\%$ of pseudomonas and $96.53\%$ of fecal streptococci in average for a year respectively. 3. In the detect rate of pathogenic agent, salmonella spp was decreased $12.5\%$ to $4.2\%$ in primary treatment and it was not detected in secondary treatment, shigella spp was detected $4.2\%$ in influent water but it was not detected in primary and secondary treatment. 4. In the seasonal variation of treatment effect, the removal of summer was the highest, and the removal of all item in winter was lower than the other seasons. 5. There was significant correlation between water temperature and microbal all items (P<0.05) $NH_3-N$ and Microbal items (P< 0.01) at raw water.

• Geomechanics and Engineering
• /
• 제33권2호
• /
• pp.141-154
• /
• 2023

This study investigated the effect of water retention characteristics between aged and fresh Municipal Solid Waste (MSW) on the stability of the landfill. A series of transient numerical modeling for the slope of an MSW landfill was performed considering the variation of water retention characteristics due to leachate circulation. Four different scenarios were considered in this analysis depending on how to obtain hydraulic conductivity and the aging degree of materials. Unsaturated hydraulic properties of the MSW used for the modeling were evaluated through modified hanging column tests. Different water retention properties and various landfill conditions, such as subgrade stiffness, leachate injection frequency, and gas and leachate collection system, were considered to investigate the pore water distribution and slope stability. The stability analyses related to the factor of safety showed that unsaturated properties under those varied conditions significantly impacted the slope stability, where the factor of safety decreased, ranging between 9.4 and 22%. The aged materials resulted in a higher factor of safety than fresh materials; however, after 1000 days, the factor of safety decreased by around 10.6% due to pore pressure buildup. The analysis results indicated that using fresh materials yielded higher factor of safety values. The landfill subgrade was found to have a significant impact on the factor of safety, which resulted in an average of 34% lower factor of safety in soft subgrades. The results also revealed that a failed leachate collection system (e.g., clogging) could result in landfill failure (factor of safety < 1) after around 298 days, while the leachate recirculation frequency has no critical impact on stability. In addition, the accumulation of gas pressure within the waste body resulted in factor of safety reductions as high as 24%. It is essential to consider factors related to the unsaturated hydraulic properties in designing a landfill to prevent landfill instability.

• 한국수자원학회:학술대회논문집
• /
• 한국수자원학회 2005년도 학술발표회(1)
• /
• pp.75-76
• /
• 2005

• 수도
• /
• 제23권5호통권80호
• /
• pp.23-30
• /
• 1996

• 수도
• /
• 통권70호
• /
• pp.22-32
• /
• 1994