• 제목/요약/키워드: Well clogging

검색결과 55건 처리시간 0.026초

농업용 저수지 수질개선을 위한 국내 인공습지 설계 및 시공실태 조사 (Investigation on Design Aspects of the Constructed Wetlands for Agricultural Reservoirs Treatment in Korea)

  • 김영철;최혜선;김이형
    • 한국습지학회지
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    • 제23권2호
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    • pp.189-200
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    • 2021
  • 인공습지는 농업용 저수지의 수질개선을 위하여 많은 곳에 적용되고 있다. 인공습지는 수심분포, 유입량 및 유출량, 물흐름 분포, 체류시간, 수질 처리효율, 종횡비, 개방수역/폐쇄수역 구성비 등이 중요한 설계인자이다. 특히, 인공습지 높은 효율 증대를 위해서는 취입보 형식, 유입보, 인입수로 길이, 셀(Cell) 형태, 셀 연결 형태 등의 설계는 매우 중요하다. 본 연구는 농업용 저수지에 조성되어 운영중인 23개 인공습지의 현장조사를 통하여 설계시 고려하여야 할 인자 및 효율적 운영방안을 제시하고자 수행되었다. 인공습지 중에서 비정상적 운영이 나타나는 습지는 수위센서 미작동, 취입보 내부의 유사퇴적 및 기계식 수문틀의 협잡물 문제가 중요한 원인으로 나타났다. 또한, 인입수로의 길이가 길어질수록 취입보 하류부와 상류부의 생태적 단절구간이 늘어나는 것도 문제점으로 분석되었다. 습지 대부분은 2~5개의 셀로 조성되었으며 셀의 크기가 지나치게 클 경우 수리학적 효율이 떨어지고 관리가 어려운 것으로 평가되었다. 작은 규모의 습지에 많은 셀이 존재하는 경우 큰 수두손실로 인하여 적절한 유수흐름이 나타나지 않는 것으로 평가되었다.

Earthquake impacts on hydrology: a case study from the Canterbury, New Zealand earthquakes of 2010 and 2011

  • Davie, Tim;Smith, Jeff;Scott, David;Ezzy, Tim;Cox, Simon;Rutter, Helen
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2011년도 학술발표회
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    • pp.8-9
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    • 2011
  • On 4 September 2010 an earthquake of magnitude 7.1 on the Richter scale occurred on the Canterbury Plains in the South Island of New Zealand. The Canterbury Plains are an area of extensive groundwater and spring fed surface water systems. Since the September earthquake there have been several thousand aftershocks (Fig. 1), the largest being a 6.3 magnitude quake which occurred close to the centre of Christchurch on 22February 2011. This second quake caused extensive damage to the city of Christchurch including the deaths of 189 people. Both of these quakes had marked hydrological impacts. Water is a vital natural resource for Canterburywith groundwater being extracted for potable supply and both ground and surface water being used extensively for agricultural and horticultural irrigation.The groundwater is of very high quality so that the city of Christchurch (population approx. 400,000) supplies untreated artesian water to the majority of households and businesses. Both earthquakes caused immediate hydrological effects, the most dramatic of which was the liquefaction of sediments and the release of shallow groundwater containing a fine grey silt-sand material. The liquefaction that occurred fitted within the empirical relationship between distance from epicentre and magnitude of quake described by Montgomery et al. (2003). . It appears that liquefaction resulted in development of discontinuities in confining layers. In some cases these appear to have been maintained by artesian pressure and continuing flow, and the springs are continuing to flow even now. In spring-fed streams there was an increase in flow that lasted for several days and in some cases flows remained high for several months afterwards although this could be linked to a very wet winter prior to the September earthquake. Analysis of the slope of baseflow recession for a spring-fed stream before and after the September earthquake shows no change, indicating no substantial change in the aquifer structure that feeds this stream.A complicating factor for consideration of river flows was that in some places the liquefaction of shallow sediments led to lateral spreading of river banks. The lateral spread lessened the channel cross section so water levels rose although the flow might not have risen accordingly. Groundwater level peaks moved both up and down, depending on the location of wells. Groundwater level changes for the two earthquakes were strongly related to the proximity to the epicentre. The February 2011 earthquake resulted in significantly larger groundwater level changes in eastern Christchurch than occurred in September 2010. In a well of similar distance from both epicentres the two events resulted in a similar sized increase in water level but the slightly slower rate of increase and the markedly slower recession recorded in the February event suggests that the well may have been partially blocked by sediment flowing into the well at depth. The effects of the February earthquake were more localised and in the area to the west of Christchurch it was the earlier earthquake that had greater impact. Many of the recorded responses have been compromised, or complicated, by damage or clogging and further inspections will need to be carried out to allow a more definitive interpretation. Nevertheless, it is reasonable to provisionally conclude that there is no clear evidence of significant change in aquifer pressures or properties. The different response of groundwater to earthquakes across the Canterbury Plains is the subject of a new research project about to start that uses the information to improve groundwater characterisation for the region. Montgomery D.R., Greenberg H.M., Smith D.T. (2003) Stream flow response to the Nisqually earthquake. Earth & Planetary Science Letters 209 19-28.

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나노 크기 매킨나와이트로 코팅된 규사를 이용한 아비산염의 흡착 (Sorption of Arsenite Using Nanosized Mackinawite (FeS)-Coated Silica Sand)

  • 이승열;강정천;박민지;양경희;정훈영
    • 한국광물학회지
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    • 제25권4호
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    • pp.185-195
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    • 2012
  • 나노 크기 매킨나와이트(FeS)는 높은 환원력, 흡착성, 그리고 비표면적을 지니고 있어, 염소유기물의 분해와 중금속 및 비금속의 제거에 유용하다. 하지만 매킨나와이트 나노입자는 콜로이드 안정성(colloid stability)의 변화로 지하수 흐름에 따라 쉽게 확산되거나, 입자집적(particle aggregation)에 의해 대수층의 공극을 막을 수 있다. 따라서 투과반응벽(permeable reactive barrier)에 적용하기 위해서 적절한 공학적 변형이 필요하다. 본 연구에서는 코팅법을 적용해 나노크기 매킨나와이트를 변형시킴으로써 본래의 반응성을 유지하고 또한 경제적인 투과반응벽의 설치에 활용하고자 한다. 이를 위해 화학적 처리를 하지 않은 규사(non-treated silica sand, NTS)와 화학적 처리에 의해 불순물이 제거된 규사(chemically treated silica sand, CTS)를 사용해 매킨나와이트를 코팅시켰다. 두 규사 모두 약 pH 5.4에서 매킨나와이트가 최대로 코팅되었으며, 이 pH는 (1) 매킨나와이트의 용해도, (2) 규사 및 매킨나와이트의 표면전하(surface charge)에 의해 영향받았다. 최적 pH에서 NTS와 CTS에 의한 코팅량은 각각 0.101 mmol FeS/g, 0.043 mmol FeS/g으로, NTS 표면에 존재하는 산화철 등의 불순물에 의해 매킨나와이트의 코팅이 현저히 증가했다. 한편 혐기성 조건에서 코팅되지 않은 규사 2종과 최적 pH에서 코팅된 규사 2종을 이용해 아비산염(arsenite)의 흡착실험을 실시했다. pH 7에서 코팅되지 않은 NTS와 코팅된 NTS에 의한 아비산염의 상대적 제거율은 아비산염의 초기 농도에 따라 달라졌다. 낮은 농도에서 코팅되지 않은 NTS가 높은 아비산염의 제거율을 보였으나, 높은 농도에서는 코팅된 NTS가 상대적으로 높은 제거율을 보였다. 이런 차이는 아비산염은 낮은 농도에서 규사 표면에 존재하는 산화물과의 표면배위결합(surface complexation)에 의해 제거되었고, 높은 농도에서 코팅된 매킨나와이트와 반응해 황화비소(arsenic sulfides)로 침전되었기 때문이다. pH 7에서 코팅된 NTS에 비교해 코팅된 CTS는 현저히 낮은 아비산염 제거율을 보였는데, 이는 CTS의 상대적으로 낮은 매킨나와이트 코팅량에 기인했다. 따라서 코팅된 NTS는 코팅된 CTS보다 아비산염의 제거를 위한 투과반응벽의 설치에 더 적합한 물질이며, 특히 아비산염의 오염도가 심한 지하수의 복원에 유용하게 적용될 수 있다.

멀티도어코트하우스제도: 기원, 확장과 사례분석 (The Multi-door Courthouse: Origin, Extension, and Case Studies)

  • 정용균
    • 한국중재학회지:중재연구
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    • 제28권2호
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    • pp.3-43
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    • 2018
  • The emergence of a multi-door courthouse is related with a couple of reasons as follows: First, a multi-door courthouse was originally initiated by the United States government that increasingly became impatient with the pace and cost of protracted litigation clogging the courts. Second, dockets of courts are overcrowded with legal suits, making it difficult for judges to handle those legal suits in time and causing delays in responding to citizens' complaints. Third, litigation is not suitable for the disputant that has an ongoing relationship with the other party. In this case, even if winning is achieved in the short run, it may not be all that was hoped for in the long run. Fourth, international organizations such as the World Bank, UNDP, and Asia Development Bank urge to provide an increased access to women, residents, and the poor in local communities. The generic model of a multi-door courthouse consists of three stages: The first stage includes a center offering intake services, along with an array of dispute resolution services under one roof. At the second stage, the screening unit at the center would diagnose citizen disputes, then refer the disputants to the appropriate door for handling the case. At the third stage, the multi-door courthouse provides diverse kinds of dispute resolution programs such as mediation, arbitration, mediation-arbitration (med-arb), litigation, and early neutral evaluation. This study suggests the extended model of multi-door courthouse comprised of five layers: intake process, diagnosis and door-selection process, neutral-selection process, implementation process of dispute resolution, and process of training and education. One of the major characteristics of extended multi-door courthouse model is the detailed specification of individual department corresponding to each process within a multi-door courthouse. The intake department takes care of the intake process. The screening department plays the role of screening disputes, diagnosing the nature of disputes, and determining a suitable door to handle disputes. The human resources department manages experts through the construction and management of the data base of mediators, arbitrators, and judges. The administration bureau manages the implementation of each process of dispute resolution. The education and training department builds long-term planning to procure neutrals and experts dealing with various kinds of disputes within a multi-door courthouse. For this purpose, it is necessary to establish networks among courts, law schools, and associations of scholars in order to facilitate the supply of manpower in ADR neutrals, as well as judges in the long run. This study also provides six case studies of multi-door courthouses across continents in order to grasp the worldwide picture and wide spread phenomena of multi-door courthouse. For this purpose, the United States and Latin American countries including Argentina and Brazil, Middle Eastern countries, and Southeast Asian countries (such as Malaysia and Myanmar), Australia, and Nigeria were chosen. It was found that three kinds of patterns are discernible during the evolution of a multi-door courthouse model. First, the federal courts of the United States, land and environment court in Australia, and Lagos multi-door courthouse in Nigeria may maintain the prototype of a multi-door courthouse model. Second, the judicial systems in Latin American countries tend to show heterogenous patterns in terms of the adaptation of a multi-door courthouse model to their own environments. Some court systems of Latin American countries including those of Argentina and Brazil resemble the generic model of a multi-door courthouse, while other countries show their distinctive pattern of judicial system and ADR systems. Third, it was found that legal pluralism is prevalent in Middle Eastern countries and Southeast Asian countries. For example, Middle Eastern countries such as Saudi Arabia have developed various kinds of dispute resolution methods, such as sulh (mediation), tahkim (arbitration), and med-arb for many centuries, since they have been situated at the state of tribe or clan instead of nation. Accordingly, they have no unified code within the territory. In case of Southeast Asian countries such as Myanmar and Malaysia, they have preserved a strong tradition of customary laws such as Dhammthat in Burma, and Shriah and the Islamic law in Malaysia for a long time. On the other hand, they incorporated a common law system into a secular judicial system in Myanmar and Malaysia during the colonial period. Finally, this article proposes a couple of factors to strengthen or weaken a multi-door courthouse model. The first factor to strengthen a multi-door courthouse model is the maintenance of flexibility and core value of alternative dispute resolution. We also find that fund raising is important to build and maintain the multi-door courthouse model, reflecting the fact that there has been a competition surrounding the allocation of funds within the judicial system.

어드밴스드 패키징 공정에서 발생할 수 있는 슬러지의 인자 확인 및 형성 방지법의 제안 (Study of the Sludge Formation Mechanism in Advanced Packaging Process and Prevention Method for the Sludge)

  • 김지원;제갈석;김하영;김민상;김동현;김찬교;추연룡;이능히;윤창민
    • 유기물자원화
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    • 제31권1호
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    • pp.35-45
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    • 2023
  • 본 연구에서는 어드밴스드 패키징 공정 중에 배관과 드레인에서 발생하는 슬러지의 형성 인자 및 메커니즘을 확인하고 계면활성제를 활용한 슬러지 방지법에 대해 제안하고자 하였다. 어드밴스드 패키징 공정은 기존의 컨벤셔널 패키징 공정과 다르게 전공정(Fabrication)에서 진행되는 공정들이 동일하게 적용되기에 폐액이 발생할 수 있는공정들이 다수 존재한다. 상세히는, 캐리어 웨이퍼 본딩, 포토, 현상, 및 캐리어 웨이퍼 디본딩 공정에서 다량의 폐액들이 발생하게 된다. 어드밴스드 패키징 공정의 폐액에서 슬러지가 형성되는 주요 인자를 확인하기 위해 6종의 화학 소재들인 Bonding glue, HMDS, Photoresist, PR developer, Debonding cleaner 및 수분을 활용하여 혼합 평가를 진행하였다. 그 결과, 검은색의 고체 슬러지가 형성이 됨을 확인할 수 있었으며, 이는 HMDS의 가수화/탈수 반응을 통한 Sludge seed의 제공 및 PR과의 소수성-소수성 결합을 통해 슬러지가 성장에 의한 것으로 추정된다. 이러한, 슬러지의 형성을 방지하기 위해 3종의 계면활성제들인 CTAB, PEG 및 샴푸를 슬러지의 주요 인자들과 함께 혼합한 결과, 슬러지가 형성되지 않았음을 확인할 수 있었다. 이는, 계면활성제의 탄소꼬리들이 PR과 소수성-소수성 결합하여 HMDS 기반의 Sludge seed와의 반응 및 슬러지의 형성을 억제하기 때문이다. 따라서, 계면활성제의 드레인 투입을 통해 어드밴스드 패키징 공정 중에 발생할 수 있는 슬러지의 형성 억제를 진행하여 드레인과 배관에서의 막힘과 같은 다양한 문제들을 해결할 수 있을 것으로 기대한다.