• Title/Summary/Keyword: Dewatering System

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인공수압파쇄기법에 의한 지하수 양수량 증대 (Improving Groundwater Recovery by Hydrofracturing)

  • 한정상;안종성;윤윤영;김형수;백건하
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제7권2호
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    • pp.23-33
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    • 2002
  • 거물기초굴착을 위한 암반층의 지하수위를 효과적으로 낮추기 위하여 3개의 군정을 설치하고 인공수압파쇄를 실시한 결과 각 우물의 산출량은 29%, 42% 및 110% 증가하였으나, 동시험시 양수시 비양수량이 단정 양수시와 비교하여 추가 수위강하 효과에도 불구하고 모두 소폭으로 감소하여 3개 우물의 파쇄대가 수리적으로 서로 연결되었음을 확인하였다. 가장 먼 거리에 있는 기존의 지질구조(단열계) 방향으로 인공파쇄대가 가장 크게 확장되어 성공적으로 지하굴착을 수행할 수 있었다. 다른 사례로는 생활용수 양수량 증대를 목적으로 시행한 사례로 산출성이 약 28% 증대되었다.

분뇨처리장의 공정개선에 의한 처리효율 향상에 관한 연구 (Improvement of treatment efficiency for sanitary treatment facilities by process modifications)

  • 이찬원;김승현;김창수;문성원;전홍표;윤종섭
    • 한국환경과학회지
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    • 제13권6호
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    • pp.571-579
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    • 2004
  • There is a need to improve the efficiency of the existing sanitary treatment facilities, because the effluent standard becomes more stricter and septic sludge increased. Thus, operating processes of sanitary treatment system in M city changed with installation of additional facilities. Process modifications were as follows: Dilution water was added to the next process after primary aeration tank. Some secondary sedimentation sludge was recycled to primary aerator so that most of the organics were stabilized in primary aeration tank under automatic control of dissolved oxygen. The line of effluent from dewatering process flowing to the activated sludge tank was changed to the primary aerator. The primary sedimentation sludge line was linked to a thickener. Polymer was added to the activated sludge tank. The effluent of primary aerator and aerobic digester was recycled from the 5th to the 1st sector. As consequencies of above process modifications, the improvement of removal efficiency was achieved as BOD 54%, COD 42%, SS 61%, T-N 39%, and T-P 12%, respectively.

응집제 종류에 따른 하수 슬러지의 침강 및 탈수 특성 변화 (Variation of Sedimentation & Dewaterability Characteristics of Sewage Sludge under Various Coagulants)

  • 백선재;조정민;송현우;한인섭
    • 한국물환경학회지
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    • 제30권3호
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    • pp.311-318
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    • 2014
  • The purpose of this study is to investigate the effect of various types of coagulant on dewaterability and settleability of sewage sludge for the application of dewatering process. Cationic organic coagulants and inorganic coagulants of the aluminium base were used; PAC (Poly Aluminium chloride, $Al_2O_3$ 17%) and C-210P (0.2%). After Jar test, PAC 26 mg/L and 0.2% C-210P 55 mg/L was decided as the optimum concentration of the coagulant according to zeta potential measurement. pH, alkalinity and viscosity were measured in all experiments and the data on sedimentation characteristics is analyzed by SDI, SVI sedimentation rate and solid flux. The SRF(Specific Resistance of Filtration) experiment was conducted with the result of single and dual injection system as the dewaterability experiment. As a result, the organic coagulant making large floc has good characteristics of sedimentation and agglutination. Also, it is observed that the organic coagulants injection has a better dewaterability efficiency of coagulants under the condition of the lowest SRF value, followed by dual and inorganic coagulants injection.

상수원수 수질저하가 정수처리 비용에 미치는 영향 (Effect of raw water quality decrease on water treatment costs)

  • 김진근
    • 상하수도학회지
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    • 제34권4호
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    • pp.239-250
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    • 2020
  • In this study, effects of five raw water quality parameters (turbidity, odor compounds caused by algae, filter clogging caused by algae, pH increase caused by algae, and organic matter) on improvements and operations costs of typical water treatment plant (WTP) were estimated. The raw water quality parameters were assumed the worst possible conditions based on the past data and costs were subsequently estimated. Results showed that new water treatment facilities were needed, such as a selective intake system, an advanced water treatment processes, a dual media filter, a carbonation facility, and a re-chlorination facility depending on water quality. Furthermore, changes needed to be made in WTP operations, such as adding powered activated carbon, increasing the injection of chlorine, adding coagulation aid, increasing the discharge of backwashed water, and increasing the operation time of dewatering facilities. Such findings showed that to reliably produce high-quality tap water and reduce water treatment costs, continuous improvements to the quality of water sources are needed.

CGS에 의한 기초지반보강에 관한 연구 (A Study on the Ground Improvement by Compaction Grouting System)

  • 천병식;권형석
    • 한국철도학회논문집
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    • 제2권4호
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    • pp.9-19
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    • 1999
  • The use of compaction grouting evolved in 1950's to correct structural settlement of buildings. Over the almost 50 years, the technology has been developed and is currently used in wide range of applications. Compaction grouting, the injection of a very stiff, 'zero-slump' mortar grout under relatively high pressure, displaces and compacts soils. It can effectively repair natural or man-made soil strength deficiencies in variety of soil formations. Major applications of compaction grouting include densifying loose soils or fill voids caused by sinkholes, poorly compacted fills, broken utilities, improper dewatering, or soft ground tunneling excavation. Other applications include preventing liquefaction, re-leveling settled structures, and using compaction grout bulbs as structural elements of minipiles or underpinning. In this paper, on the basis of the case history constructed in this year, a study has been performed to analyze the basic mechanism of the compaction grouting. Also, the effectiveness of the ground improvement and the bearing capacity of the compaction pile has been verified by the Cone Penetration Test(CPT) and Load Test. Relatively uniform compaction grouting column could be maintained by planning the quality control in the course of grouting. And, the Qualify Control Plan has been conceived using grout pressure, volume of grout and drilling depth.

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선내탑재 의사결정지원 시스템을 위한 발라스트 최적화 알고리즘에 관한 연구 (A study on a ballast optimization algorithm for onboard decision support system)

  • 신성철
    • 한국항해항만학회지
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    • 제29권10호
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    • pp.865-870
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    • 2005
  • 선박 침수 사고의 경우, 선박의 운용 책임자가 취할 수 있는 대응방안이 한정되어 있어 정확한고 신속한 의사결정을 위해서는 기존의 안전관련 시스템을 활용한 효율적인 의사결정 지원 시스템이 필요하다. 수밀 및 준수밀 문, 격벽 밸브, 배수 펌프 등과 같이 침수 사고 시작동하는 대부분의 시스템들은 침수가 선박 전체로 전파되는 것을 막도록 충분한 구획분할 정도를 확보하는데 목적이 있다. 침수 시나리오가 파국적이지 않다고 가정하더라도 발라스트 탱크의 사용은 침수 전파 방지와 선박 안정성을 향상하기 위한 매우 효과적인 방안이 될 수 있다. 본 논문에서는 침수 손상 시 최적의 대응방안을 위해 채워져야 하는 발라스트 탱크들을 선정하고, 각 발라스트 탱크의 수위를 결정하는 최적화 알고리즘을 기술한다.

백상지 공정 폐쇄화에 따른 백수 내 산화전분의 축적 현상에 관한 연구 (제1보) -공정 폐쇄화의 영향- (A Study on the Accumulation Phenomena of Oxidized Starch in White Water in Closed Fine Papermaking Process (Part 1) -Effect of Papermaking system closure-)

  • 안현견;이학래
    • 펄프종이기술
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    • 제36권3호
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    • pp.15-34
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    • 2004
  • Diverse benefits such as reduction of fresh water consumption and effluent discharge, efficient use of raw materials and energy savings can be obtained by papermaking system closure. Closure of papermaking processes, however, causes many problems including reduction of the efficiency of additives, decrease of retention and dewatering, felt plugging, poor Paper quality, generation of slime and odor, poor vacuum efficiency, etc, and it has been recognized that accumulation of Inorganic and organic substances in the process white water is the prime cause of these problems. Therefore, technological developments for preventing accumulation of these detrimental substances are urgently required for Implementing papermaking system closure. Understanding of the accumulation phenomena of the inorganic and organic substances in the papermaking process white water is prerequisite for papermaking system closure. In this study a process simulation method was used to analyze the accumulation phenomena of anionic starch In the process white water as the closure level of a fine paper making process is increased. A pilot paper machine was used as a model process. Starch adsorption and desorption models were developed based on the concept of starch adsorption ratio, which was not considered in previous studies. Steady state simulation studies were carried out based on this model using a commercial simulator. In steady state simulation, the variation of dissolved starch concentration in each process unit was monitored as a function of white water usage for wire shower. The result of the steady state simulation showed that dissolved starch concentration and its increase ratio in Process units increased as white water usage ratio for wire shower increased.

선내탑재 의사결정지원 시스템을 위한 발라스트 최적화 알고리즘에 관한 연구 (A study on a ballast optimization algorithm for onboard decision support system)

  • 신성철
    • 한국항해항만학회:학술대회논문집
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    • 한국항해항만학회 2005년도 추계학술대회 논문집
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    • pp.75-80
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    • 2005
  • 선박 침수 사고의 경우, 선박의 운용 책임자가 취할 수 있는 대응방안이 한정되어 있어 정확한고 신속한 의사결정을 위해서는 기존의 안전관련 시스템을 활용한 효율적인 의사결정 지원 시스템이 필요하다. 수밀 및 준수밀 문, 격벽 밸브, 배수 펌프 둥과 같이 침수 사고 시 작동하는 대부분의 시스템들은 침수가 선박 전체로 전파되는 것을 막도록 충분한 구획분할 정도를 확보하는데 목적이 있다. 침수 시나리오가 파국적이지 않다고 가정하더라도 발라스트 탱크의 사용은 침수 전파 방지와 선박 안정성을 향상하기 위한 매우 효과적인 방안이 될 수 있다. 본 논문에서는 침수 손상 시 최적의 대응방안을 위해 채워져야 하는 발라스트 탱크들을 선정하고, 각 발라스트 탱크의 수위를 결정하는 최적화 알고리즘을 기술한다.

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상수관망에서의 밸브에 의한 관의 부분적 격리와 상수관망의 효율성 평가 (Isolating Subsystems by Valves in a Water Distribution System and Evaluating the System Performance)

  • 전환돈
    • 한국수자원학회논문집
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    • 제38권7호
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    • pp.585-593
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    • 2005
  • 최근의 상수관망의 안전도 확보, 부가적 용수공급로 확보, 그리고 관(管)내 배수를 위한 부분적인 상수관망의 격리문제가 대두 되면서 이를 위한 밸브역할의 중요성이 인식되고 있다. 기본적인 상수관망에서의 밸브역할은 물의 흐름과 압력조절 그리고 관 파괴와 오염물 확산시 부분적 관의 격리라고 할 수 있다. 이중 본 논문에서는 관의 격리 기능을 중심으로 밸브를 해석한다. 관의 파괴로 인한 부분적인 상수관망의 격리시에 일반적으로 그 관만이 아닌 주변의 다른 관들도 함께 격리가 될 수 있으며 이것은 격리하고자하는 관에 설치된 밸브배치에 따라 달라진다. 본 논문에서는 밸브의 배치에 따라 함께 격리되는 관들을 하나의 단위로 보며 이것을 "Segment"라 부른다. Segment에 따라 실제 격리되는 관의 범위가 주어지며 이것에 따라 전체 상수관망을 나눈 후 각 밸브의 중요도와 상수관망의 효율성 평가에 이용한다. 효율성 평가를 위해 7개의 효율성 지수를 제안하며 실제 상수관망에 적용하여 사용성을 검증한다.

공극 규모에서의 초임계상 이산화탄소 거동 가시화를 위한 마이크로모델의 개발과 적용 (Development and Application of Micromodel for Visualization of Supercritical CO2 Migration in Pore-scale)

  • 박보경;이민희;왕수균
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제20권4호
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    • pp.73-82
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    • 2015
  • Despite significant effects on macroscopic migration and distribution of CO2 injected during geological sequestration, only limited information is available on wettability in microscopic scCO2-brine-mineral systems due to difficulties in pore-scale observation. In this study, a micromodel had been developed to improve our understanding of how scCO2 flooding and residual characteristics of porewater are affected by the wettability in scCO2-water-glass bead systems. The micromodel (a transparent pore structure made of glass beads and glass plates) in a pressurized chamber provided the opportunity to visualize scCO2 spreading and porewater displacement. CO2 flooding followed by fingering migration and dewatering followed by formation of residual water were observed through an imaging system. Measurement of contact angles of residual porewater in micromodels were conducted to estimate wettability in a scCO2-water-glass bead system. The measurement revealed that the brine-3M NaCl solution-is a wetting fluid and the surface of glass beads is water-wet. It is also found that the contact angle at equilibrium decreases as the pressure decreases, whereas it increases as the salinity increases. Such changes in wettability may significantly affect the patterns of scCO2 migration and porewater residence during the process of CO2 injection into a saline aquifer at high pressures.