본 연구는 부산광역시 하수슬러지 처리공정 중 탈수기에 유입되는 배관부에 하수슬러지의 플록상태를 파악할 수 있는 응집제 자동주입장치를 장착하여 하수슬러지 플록상태에 따른 적정 응집제 주입량을 다르게 함으로써 탈수효율 향상 및 응집제 사용량을 감소시키고, 나아가 하수슬러지의 건조효율을 증가시키는데 그 목적이 있다. Pilot-scale 응집제 자동주입장치는 B시 소재 N하수처리장의 원심탈수기 전단에 설치하여 2013년 8월 7일 ~ 16일(10일간)동안 운전하였다. 또한, 응집제 자동투입장치의 설치시 운전상의 문제 발생시에 대비하여 bypass관을 설치하여, 기존 시스템으로 전환이 용이할 수 있도록 설계하였다. 고분자 응집제 주입율은 기존 시스템에서 운영하고 있는 유입슬러지량 대비 고분자 응집제 주입율인 14%를 기준으로 운전을 실시하였으며, 응집제 주입율을 11%에서 9%까지 점차적으로 낮추어 가면서 적정 운전조건을 찾고자 하였다. 응집제 자동투입장치를 원심탈수기 전단에 적용한 결과 고속회전 및 응집제 분사를 통한 균일한 플록이 형성됨에 따라 탈수케이크 함수율 및 응집제 주입율 저감효과를 나타내었다. 기존 시스템 대비 응집제 자동투입장치의 운전조건별(DS-P(11%), DS-P(10%) 및 DS-P(9%)) 탈수케이크의 함수율은 기존 함수율 82.4%에서 각각 80.6(저감량 1.8%), 80.9(저감량 1.5%) 및 81.5%(저감량 0.8%)의 높은 탈수효율을 나타내었다. 또한, 응집제 저감율은 DS-P(11%), DS-P(10%) 및 DS-P(9%)에서 각각 21.4, 28.6 및 35.7%를 나타내었다. 또한, 기존 시스템(DS-P(14%); COD 179.2 mg/L, SS 139.3 mg/L) 대비 응집제 자동투입장치의 운전조건별(DS-P(11%), DS-P(10%) 및 DS-P(9%)) 탈수여액 중 COD 및 SS의 농도는 각각 66.2, 76.4, 81.5 mg/L 및 12.0, 19.3, 55.6 mg/L를 나타내었다. 따라서, 하수처리장 탈수기 전단에 응집제 자동주입장치를 적용함으로써 함수율 및 약품주입량 저감 뿐만 아니라 인력감축 유도 및 중앙제어실을 통한 실시간 모니터링이 가능하므로 공정자동화에도 기여할 수 있을 것으로 판단된다.

In order to accelerate the biodegradation of easily organic materials in landfilled waste before excavating a closed solid waste landfill and prevent to be dried the landfilled wastes at the same time, this study has suggested the Dual Step Biostabilization System (DSBS), which could inject air with dry fog into its body. In addition, the applicability of the DSBS was estimated by means of field test at a closed landfill. As a result of field test, the reduction of oxygen consumption rate for landfilled wastes (48%) stabilized by air with dry fog was higher than that of landfilled wastes (38%) stabilized by only air. Three lysimeter experiments were, also, performed for the landfilled wastes sampled from the closed landfill. The production of cumulative carbon dioxide for landfilled wastes stabilized by air with dry fog was estimated to be highest (1,144.8 mL). In case of lysimeter that moisture was not introduced was found to be 1,051.9 mL, while another lysimeter that moisture was introduced through horizental trenches was 1,095.8 mL. It is clear that the DSBS can accelerate the biodegradation of organic compounds. In terms of volatile solids, the reduction amount of volatile solids for air with dry fog was higher than that of the other conditions.

The quality of injection sealer for water leakage maintenance be being managed by KS and ISO. However, the test result of percolation resistance performance have some errors by an experimenter. Therefore, this revision standard of test method is proposed by that the new tester is manufactured for solving this errors in this study.

the desulphurization process. To exploit this abundance, the applications of sulphur must be expanded. as excellent durability of reuse of leftover sulphur which has high potential for utilization in construction materials, the study is actively in progress. Meanwhile, there has been active research on semi-rigid pavements that draw on the strengths and overcome the weaknesses of asphalt and concrete pavements. Acrylate is used to prevent cracking but involves a high cost, thus, an alternative material is required. As such, this study presents methods on the reuse of leftover sulphur and examines the engineering performance of grout containing sulfur polymer emulsion (SPE) for use in semi-rigid pavements. Our analysis shows that grout in which 30% of acrylate is replaced with SPE has superior properties in terms of time of flow and strength compared to regular grout. However, performance declined when more than 50% of acrylate was replaced by SPE, indicating that the optimum replacement level is 30%. Through SEM analysis, we found that grout with utra harding cement in this study at three hours had similar hydration properties to that of Type 1 Ordinary Portland Cement (OPC) at seven days, and maintained the properties regardless of grout containing SPE. OPC and grout with a replacement level of 30% displayed similar levels of chloride invasion resistance, whereas grout without SPE was far less resistant. Within the scope of this paper, the optimum replacement level of acrylate with SPE was found to be 30% in consideration of various properties such as time of flow, strength, and chloride invasion resistance.

The objective of this research was to suggest the estimation method of air injection quantity for pre-stabilization of landfilled wastes in a sustainable landfill. A study on the determination of oxygen demand quantity of landfilled wastes, therefore, was conducted in two different experiments. Firstly, a batch test was performed in order to measure the oxygen quantity required to oxidize easily degradable organic matter under aerobic conditions. Secondly, a lysimeter experiment was carried out to assess the air injection period according to moisture content (20%, 30%, 40%, 50%) and to validate the oxygen demand quantity obtained by the batch test. This study assumed that landfilled wastes contain two different organic matters and two matters are sequentially utilized by microorganism. The first one provides the faster oxygen uptake rate that called the “easily degradable organics”. During the second phase of the aerobic decomposition, the other one provides the slower oxygen uptake rate that called the “moderately degradable organics”. Also, in this study, a modified logistic equation divided two terms (fractions of easily degradable organic and moderately degradable organic) was suggested to determine the oxygen demand quantity for easily degradable organic of landfilled solid waste. As a result, the oxygen demand quantity obtained by the batch test led to similar results compared with that of lysimeter experiment. Therefore, it showed that the modified logistic equation and batch test were appropriate for determination of oxygen demand quantity for decomposition of easily degradable organic matter. Also, air injection period for decomposition of easily degradable organic decreased with the increase of moisture content.

The purpose of this study is to evaluate the flexural property of semi-rigid pavement which is poured sulfur polymer emulsion into permeable open graded asphalt secured 15∼20 percentage ranges of porosity. From the bending test result, it was found that the flexural strength of the semi-rigid specimens were evaluated approximately 432% higher than that of the open graded asphalt specimens. And the strain of maximum load point was 38.8% lower than that of the open graded asphalt specimens.

Quality of injection sealer for water leakage maintenance be being managed by KS and ISO. However,the test result of bonding performance on the wet surface of concrete have some errors by an experimenter. Therefore this revision standard of test method is proposed by that the new tester is manufactured for solving this errors in this study.

A field research at Sudokwon landfill was carried to analyse the effect of leachate and organic waste water injection on decomposition characteristics of landfill waste. The moisture content after leachate (79,783 m3) addition into block 3A for 1 year increased from 27.4% to 34.1%. As a result of moisture increasement, Cellulose and Lignin proportions as indicators of waste degradability changed from 1.45 to 1.18. It is also illustrated that TOC as an indicator of CH4 production potential reduced from 22.0% to 19.5%. Comparison results of TOC after 4 months of each leachate, digested waste water, food waste water injection into block 4A shows reduction of 3.5%, 4.7% and 3.7%, respectively. Hence, it is indicated that injection of leachate and organic waste water into landfill enhances the rate of CH4 production as well as the speed of landfill stabilization.

Landfill gas (LFG) has received considerable attention to produce a renewable energy source from waste because LFG contains about 45 ~ 55% methane. In order to improve LFG, the concept of bioreactor landfill is applied to Sudokown Landfill site. In landfill field test, the research area 3A (300 m × 300 m) and reference area 2A (300 m × 300) are prepared to compare the effect of leachate recirculation. Using injection wells, leachate is injected into the research area in the 2nd Landfill site and the distribution of moisture content in the research area is homogeneously saturated by the injected leachate. Leachate characteristics such as Alkalinity, BOD, COD, TKN, and TOC are increased with the input of the injected leachate because wastes are decomposed by the injected leachate but pH of leachate is almost not affected by the injected leachate. The production of LFG in the reseach area is improved by about 40% comparing with that in the reference area and the content of CH4 in LFG is consistently higher than 50%. Hence, it can be summarized that the production and the quality of LFG can be improved by the injection of leachate into landfill site.

T-N and T-P in the filtrate from Sludge Treatment Process (STP) was returned to water treatment processing, because T-N and T-P are returned, it makes overload in Advanced Treatment Process. Removal efficiency of T-N and T-P are compared both at using polymer as simple method and at using PFS and polymer as complex method when coagulants was injected in Thickener. In simple method, removal efficiency of T-N and T-P were 95.68% and 99.29% for each. In complex method, removal efficiency of T-N and T-P were 98.07% and 99.90% for each. From the result, removal efficiency of complex method was highly better than simple method. According to increasing of removal efficiency, returned T-N and T-P loading to water treatment process was decreased (Reduced amount of T-N is 0.2309 kg/hr and TP is 0.0145 kg/hr). Also, the amount of a polymer used has been decreased to 80% by using PFS.

With total four lysimeters, having a decreased reaction rate of municipal solid waste (MSW) through the 1st study, the effects of foodwaste leachate (FWL) injection on the degradation of MSW and FWL were estimated for 533days. Average methane potential of FWL injected in lysimeters investigated through the Biochemical Methane Potential (BMP)test was 368.2 mL-CH4/g-VS. The amounts of methane generated in lysimeters injected simultaneously with FWL and leachate were higher than that of FWL injected each lysimeter. The pH levels of leachate generated in each lysimeter maintained a range of 7.2 ~ 8.1. CODCr concentrations were 1,640 ~ 2,275 mg/L initially, and were rising to 4,640 ~ 5,950 mg/L as increasing FWL injection amount. Whereafter those repeated fluctuation in a range of 2,400 ~ 5,600 mg/ L as methane productions in each lysimeter increase. BOD5/CODCr ratios were kept below 0.1 during the test period. Settlement analysis results of MSW in each lysimeter indicated that the simultaneous injections with FWL and leachate in each lysimeter promoted the degradation of not only FWL itself, but MSW. This became clear when the methane balance in lysimeter under rich-organic condition is established.

For the cost-effective biological nitrogen removal (BNR) process whose characteristics of influent have low COD/N ratios, the automatic control system for the addition of external carbon based on oxidation-reduction potential (ORP) data in an anoxic reactor has been developed. In this study, it was carried out with a pilot-scale Bardenpho process which was consisted of anoxic 1, aerobic 1, aerobic 2, anoxic 2, aerobic 3 tank and clarifier. Firstly, the correlation coefficient (R2) of the dosage of external carbon source and ORP value was about 0.97. Consequently, the automatic control system using ORP showed that the dosage of external carbon source was decreased by about 20% compared with a stable dosage of 75 mg/L based on the COD/N ratio of the anoxic influent.

다습한 열대지방에서 카사바는 중요한 식물자원이다. 수분함량(20, 25%)와 배럴온도(110, ) 에 따른 압출성형 카사바전분의 물리적 특성(밀도, 팽화율, 비기계적 에너지, 색, 수분용해지수, 수분흡착지수)와 호화특성을 조사하였다. 카사바전분 압출성형공정에서 수분 투입량은 압출성형물의 비기계적 에너지 투입량, 비길이, 밀도에 유의적으로 영향을 미쳤으며(p

전이성 척추암 환자를 대상으로 1.5 T MR 기기에서 조영제 주입 전⦁후 확산강조영상에서 전이가 된 요추의 신호 대 잡음비, 대조도대 잡음비, 현성 확산 계수가 어떤 변화를 나타내는지 알아보고자 하였다. 영상의 정량적 분석에서는 전이성 척추암 그룹의 경우 조영제 주입 전 확산강조영상에서 전이성 척추암이 있는 부 위와 척추암이 있는 부위의 위, 아래 척추등 세 부위의 신호대 잡음비는 척추암이 있는 부위에서 낮게 나타났으며 조 영제 주입 후 확산강조영상에서는 조영제 주입 전보다 세 부위 모두 신호대 잡음비가 상대적으로 증가하였으며 척추암 이 있는 부위의 위, 아래 척추등 두 부위 에서는 대조도대 잡음비가 상대적으로 증가했다. ADC map영상에서는 조영제 주입 전에서 신호대 잡음비는 척추암이 있는 부위에서 높게 나타났으며 조영제 주입 후에서는 조영제 주입 전보다 전 이성 척추암이 있는 부위와 척추암이 있는 부위의 위, 아래 척추등 세 부위 모두 신호대 잡음비가 상대적으로 감소했 다. ADC map영상에서의 현성 확산 계수는 조영제 주입 전에서 현성 확산 계수는 척추암이 있는 부위에서 낮게 나타 났으며 조영제 주입 후에서는 주입 전보다 세 부위 모두 현성 확산 계수가 상대적으로 감소했다. 정상 그룹의 경우 확 산강조영상에서 요추체 3, 4, 5번 세 부위 모두 신호대 잡음비가 상대적으로 증가했고 ADC map영상에서는 조영제 주입 후 확산강조영상에서 세 부위 모두 신호대 잡음비가 상대적으로 감소했다. ADC map영상에서의 현성 확산 계수 는 세 부위 모두 현성 확산 계수가 상대적으로 감소했다. 영상의 정성적 분석에서 조영제 주입 후 확산강조영상에서 전이성 척추암이 있는 부위의 신호강도가 증가하였고 ADC map영상에서는 신호강도가 감소하였다. 조영제 주입 후 확산강조영상에서 전이성 척추암이 있는 부위와 척추암이 있는 부위의 위, 아래 척추 등 세 부위 모두 신호대 잡음비와 대조도대 잡음비가 증가하고 현성확산계수가 감소하는 결과를 얻었고 조영제 주입 후 확산강조영 상이 여러 가지 척추질환으로의 적용에 도움을 줄 것이라 사료된다.

마이크로시멘트와 마이크로파일의 보조공법은 터널시공 시 지반개량을 위해 자주 사용된다. 본 연구는 교량기초 직하부에 터널 굴착시공 시 마이크로시멘트와 마이크로파일의 보조공법의 사용에 따른 교량과 터널지보재의 영향을 검토한다. 이를 위해 교량의 시공단계와 보조 공법의 단계를 포함하여 단계를 세분화하고, 상시 하천의 수압이 작용하고 있으므로 침투류-역학 연계해석을 수행한다. 이 결과 설계기준값을 상회하는 교각의 부등침하, 교각기초의 각변위량이 발생되는 것으로 조사되었으며, 교량 받침부에 상당량의 추가 반력이 작용되는 것으로 나타났다. 또한 지보재의 응력도 거의 모든 단계에서 기준값을 상회하는 것으로 나타났다. 이는 마이크로시멘트 그라우팅의 시공과정에서 작용하는 주입압이 하부의 암반 층에 의해 구속됨에 따라 주변 지반에 직접 전달 되고, 특히 상부구조물에 큰 영향을 주기 때문인 것으로 판단된다. 단층 대를 보강 하기 위한 마이크로시멘트 그라우팅은 중고압의 가압이 필요하며, 그라우팅에 의한 주입압은 상부구조물의 안전성에 큰 영향을 미친다. 따라서, 구조물의 직하부에서 시공되는 마이크로시멘트 그라우팅에 대한 안전성 검토시 주입압에 의한 지반의 거동 및 구조물의 안전성에 대한 검토과정이 반드시 포함되어야 하며 주입압의 설정 및 관리가 매우 중요하다.