• 제목/요약/키워드: sedimentation quantity

검색결과 40건 처리시간 0.025초

습윤준설토와 노건조준설토의 약품처리 후 공학적 특성에 관한 실험적 연구 (An Experimental Study on Engineering Characteristics of Wet Dredged Soil and Dry Dredged Soil after Chemical Treatment)

  • 장용채;박기윤;박종철;이인규
    • 한국지반환경공학회 논문집
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    • 제13권3호
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    • pp.71-76
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    • 2012
  • 자연상태의 퇴적물과 준설과정을 거친 준설토 사이에는 퇴적물이 안정상태에서 교란되기 때문에 수질의 탁도가 좋지 않으며, 다시 침강 시 체적변화가 발생한다. 이에 수질의 탁도를 좋게하고 준설토의 부유물질의 침강을 촉진하기 위하여 투입되는 응결제 및 응집제의 양에 따라 준설토는 다양한 특징을 보인다. 본 연구에서는 자연상태의 습윤준설토와 노건조준설토에 약품회사 A, B, C사의 약품투입량에 따른 준설토의 부유물질(SS)측정, 체적변화 및 침강속도의 특성분석을 파악하고자 연구를 수행하였다. 실험 결과 습윤준설토와 노건조준설토의 약품량이 많을수록 부유물질(SS)측정은 낮아지고, 체적변화율은 증가하는 경향을 보이고 있으며, 침강속도는 빨라지는 경향을 보였다. 또한 습윤준설토와 노건조준설토의 약품량의 차이는 노건조준설토 경우 $100{\pm}5^{\circ}C$에서 건조시키기 때문에 유기물 및 미생물이 소멸하여 적은 양으로도 약품에 민감한 반응을 보이는 것으로 판단된다.

경안천 유역 소규모 오수처리시설의 처리특성 및 효율개선방안 (Performance Characteristics and Improvement Suggestion of Individual Sewage Treatment in Kyangan Watershed)

  • 장영호;김극태;장덕진
    • 한국물환경학회지
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    • 제26권5호
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    • pp.816-821
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    • 2010
  • It has been achieved 109.1 kg/d of BOD reduction that is equivalent to the amount of BOD loading discharged from 21,880 persons and dramatic decrease of the fallout ratio against water quality of effluent, from 42% to 9%, through technical support on ISTPs to be applied by the ISMSGA at the upper area of Geongan river in Yong-In city. It was clearly revealed that the most efficient configuration for ISTP was a series of anaerobic tank, equalization basin, aerobic tank, sedimentation tank, and then effluent tank. Also, the major causes on the fallout ratio of ISTP resulted in the lack of management (67.5%) and imperfect facilities (32.5%). Then, when compared the quantity of water supply with the design capacity of ISTP, the design capacity was estimated as 1.8 or 2.4 folds larger than the real quantity of water supply so that it is essential to punctually consider the key factors such as an estimation methods, the specificity of commission operator and construction by high systematic technologies to improve the water quality for the future.

입자하전량에 따른 클린룸 수직벽체로의 입자침착 특성 (Characteristics of Particle Deposition onto Cleanroom Wall Panel for Varying Particle Charging Rates)

  • 김종준;노광철;성상철;백선호;오명도
    • 대한설비공학회:학술대회논문집
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    • 대한설비공학회 2008년도 하계학술발표대회 논문집
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    • pp.725-730
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    • 2008
  • In this study, we found out charged particle's deposition characteristic by experiments of $0.5{\mu}m$, $1.0{\mu}m$, $3.0{\mu}m$ size particle's concentration decay. We carried out the experiments on charged particle deposition onto the vertical cleanroom wall panel and some other fundamental experiments. The particle deposition mechanism is consist of sedimentation, convection, diffusion, thermophoresis, electrostatic and so on. Particle size determines mainly working deposition mechanism. The charged particle is made with corona discharge that are constituted field charging and diffusion charging. In addition, this combinational mechanism is called combined charging. The type of corona discharge determines quantity of particle electrical charge. In conclusion, we assumed that quantity of particle electrical charge accelerations deposition velocity onto the vertical cleanroom wall panel and proved it. And we figured out particle's deposition characteristic through compared between our experiment's results.

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활성오니처리 장해의 규명과 그 제어에 관한 연구 (A Study on the Explanation of Activated Sludge Treatment Hindrance and its Control)

  • 최택열
    • 한국환경보건학회지
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    • 제20권2호
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    • pp.28-38
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    • 1994
  • New problems have been recently posed on the abnormal foaming (Scum) in an aeration tank and the sludge flotation in a final sedimentation tank during the activated sludge process. However, the activities of the causing bacteria, Nocardia-amarae in an aeration tank have not been searched out at all. Therefore, in this article the activities of Nocardia-amarae in an aeration tank have been closely examined by means of the changes of (F/M) ratio, SRT and inflowing substrate using continuous type and fed-batch type. Summarized results of experiments are as follows. 1. Regrading continuous culture when synthetic wastewater was used substrate neither the increase in the number of Nocardia-amarae in the aeration tank nor the Occurrence of Scum was observed. 2. In the case of fed-batch culture, Nocardia-amarae in the aeration tank increased due to the partial change in substrate and the effect of SRT was significant. 3. Once the scum was formed and the quantity of added Nocardia-amarae and substrate were not changed, the effect of STR was not significant.

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CFD를 이용한 농축조 슬러지의 유출흐름특성 해석 (Analysis of the sludge thickening characteristics in the thickener using CFD Model)

  • 박노석;문용택;김병군;김홍석
    • 상하수도학회지
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    • 제25권5호
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    • pp.777-782
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    • 2011
  • The residual treatment facilities in WTP(water treatment plant) play an important role in solid-liquid separation. At present, it is difficult to solve problems related with thickening and dewatering of WTP sludge, and discharging waste water to river. The quantity of residuals generated from water treatment plants depends upon the raw water quality, dosage of chemicals used, performance of the treatment process, method of sludge removal, efficiency of sedimentation, and backwashing frequency. Sludge production by the physical separation of SS(Suspended Solid) occurs under quiescent conditions in the primary clarifier, where SSs are allowed to settle and to consolidate on the clarifier bottom. Raw primary sludge results when the settled solids are hydraulically removed from the tank. In this study, Drawing characteristics of the sludge thickening in the thickener of Water Treatment Plants was simulated by Using CFD(Computational Fluid Dynamics.

인라인 혼화 및 응집 시스템의 성능특성 (Performance characteristics of inline mixing and coagulation system)

  • 김동준;박상규;양희천
    • Journal of Advanced Marine Engineering and Technology
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    • 제38권3호
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    • pp.269-275
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    • 2014
  • 본 연구는 PI 개념에 근거한 수처리용 인라인 혼화 및 응집 시스템의 성능특성에 대한 실험적 연구를 목적으로 한다. 3단 인라인 혼화 및 응집 시스템은 처리 원수 저장조, 응집제 주입 정량펌프, 혼화 및 응집관, 침전조 및 제어 판넬로 구성된다. 동일한 응집제와 응집보조제의 주입량 조건에서 응집제의 증가에 따른 탁도 제거율에 비해 응집보조제의 증가에 따른 탁도 제거율이 약 3배 정도 높게 나타났다. 동일한 혼화 및 응집 시간 조건에서 인라인 방식이 기계식에 비해서 평균적으로 약 4.6배 정도 탁도 제거율이 높게 나타났다.

Flour Characteristics and End-Use Quality of Korean Wheats with 1Dx2.2+1Dy12 Subunits in High Molecular Weight Glutenin

  • Park, Chul-Soo;Baik, Byung-Kee;Kang, Moon-Seok;Park, Jong-Chul;Park, Jae-Gun;Yu, Chang-Yeon;Choung, Myoung-Gun;Lim, Jung-Dae
    • Preventive Nutrition and Food Science
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    • 제11권3호
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    • pp.243-252
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    • 2006
  • White salted noodles and pan bread were prepared from Korean wheats with 1Dx2.2+1Dy12 subunits in high molecular weight glutenin subunits (HMW-GS) to evaluate the suitability for end-use products through the comparison with US wheats with various classes and commercial wheat flours. Korean wheat flours with 1Dx2.2+1Dy12 subunits showed higher SDS sedimentation volume than US wheat flours with similar protein content. Compared to wheat flours with similar protein content and SDS sedimentation volume, water absorption percent of Korean wheat flours using a mixograph was higher than that of US wheat flours, but similar to commercial wheat flours. Mixograph mixing time was similar to hard wheat flours and commercial noodle flours. Optimum water absorption percent of noodle dough from Korean wheat flours was higher than that of US wheat flours. Noodle sheets from Korean wheat flours with 1Dx2.2+ 1Dy12 subunits showed lower L values, higher a values and similar b values compared to commercial noodle flours. Hardness of cooked noodles from Korean wheat flours 1Dx2.2+1Dy12 subunits correlated positively with protein content, NIRS hardness, mixograph water absorption and gluten yield of flours. Korean wheat flours with 1Dx2.2+1Dy12 subunits showed lower loaf volume and harder crumb firmness than hard wheat flours and commercial bread wheat flours in spite of similar protein quantity and quality to hard wheat flours.

세라믹 막여과의 성능향상을 위한 응집 전처리의 적용 (Application of coagulation pretreatment for enhancing the performance of ceramic membrane filtration)

  • 강준석;송지영;박서경;정아영;이정준;서인석;채선하;김성수;김한승
    • 상하수도학회지
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    • 제31권6호
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    • pp.501-510
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    • 2017
  • In this study, it is estimated that ceramic membrane process which can operate stably in harsh conditions replacing existing organic membrane connected with coagulation, sedimentation etc.. Jar-test was conducted by using artificial raw water containing kaolin and humic acid. It was observed that coagulant (A-PAC, 10.6%) 4mg/l is the optimal dose. As a results of evaluation of membrane single filtration process (A), coagulation-membrane filtration process (B) and coagulation-sedimentation-membrane filtration process (C), TMP variation is stable regardless of in Flux $2m^3/m^2{\cdot}day$. But in Flux $5m^3/m^2{\cdot}day$, it show change of 1-89.3 kpa by process. TMP of process (B) and (C) is increased 11.8, 0.6 kpa each. But, the (A) showed the greatest change of TMP. When evaluate (A) and (C) in Flux $10m^3/m^2{\cdot}day$, TMP of (A) stopped operation being exceeded 120 kpa in 20 minutes. On the other hand, TMP of (C) is increased only 3 kpa in 120 minutes. Through this, membrane filtration process can be operated stably by using the linkage between the pretreatment process and the ceramic membrane filtration process. Turbidity of treated water remained under 0.1 NTU regardless of flux condition and DOC and $UV_{254}$ showed a removal rate of 65-85%, 95% more each at process connected with pretreatment. Physical cleaning was carried out using water and air of 500kpa to show the recovery of pollutants formed on membrane surface by filtration. In (A) process, TMP has increased rapidly and decreased the recovery by physical cleaning as the flux rises. This means that contamination on membrane surface is irreversible fouling difficult to recover by using physical cleaning. Process (B) and (C) are observed high recovery rate of 60% more in high flux and especially recovery rate of process (B) is the highest at 95.8%. This can be judged that the coagulation flocs in the raw water formed cake layer with irreversible fouling and are favorable to physical cleaning. As a result of estimation, observe that ceramic membrane filtration connected with pretreatment improves efficiency of filtration and recovery rate of physical cleaning. And ceramic membrane which is possible to operate in the higher flux than organic membrane can be reduce the area of water purification facilities and secure a stable quantity of water by connecting the ceramic membrane with pretreatment process.

고분자성 Al(III) 응집제의 특성이 상수원수의 응집특성에 미치는 영향 (Effects of Characterization of Polymeric Al(III) Coagulants on Coagulation of Surface Water)

  • 이선기;한승우;강임석
    • 상하수도학회지
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    • 제12권2호
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    • pp.99-105
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    • 1998
  • This research explored the feasibility of preparing and utilizing a preformed polymeric solution of Al(III) for coagulation in water treatment. Slow base(NaOH) injection into supersaturated aluminum chloride solutions did produce high yields of the type of Al polymers useful to water treatment applications. PACl's characteristic analysis showed that the quantity of polymeric Al produced at value of $r(OH_{added}/Al)=2.2$ was 83% of the total aluminum in solution, as showing maximum contents and precipitate was dramatically increased when r was increased above 2.35. And PACl was stable during sitoring period so aging effect was negligible. Results of the coagulation of Nakdong river waters with three PACls showed that the effectiveness of the three coagulants can be considered as r = 2.2 > r = 2.0 > r = 2.35 which are also the order of higher polymeric aluminum contents. Coagulation results for synthetic water exhibited optimum dose of 0.25mM Al, for three PACls, but above optimum dose, r = 2.0 and 2.2 PACl impaired the coagulation and sedimentation of turbidity and humic acid because of the restabilization of particulate. The effect of pH for on coagulation of Nak Dong River water showed that it had much effect turbidity and TOC removal, especially near pH 7. But pH effect was little for turbidity and TOC removal when r = 2.35 PACl was used for coagulation, that PACl had much more precipitates content.

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조립토가 혼합된 준설토의 퇴적 및 압밀특성 (Sedimentation and Consolidation Characteristics of Dredged Soils Mixed with Sand Materials)

  • 이송;전종구
    • 한국지반공학회논문집
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    • 제18권2호
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    • pp.75-86
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    • 2002
  • 본 연구에서는 준설토 전체건조시료중의 모래함유율을 모래혼합비율, S-C라고 정의하고 단계별 투기방법에 의한 실내침강압밀시험을 통하여 S-C별 침강 및 압밀, 퇴적현상을 제시하였다. 또한 혼합토에서 서로 다른 거동을 보이는 점토분과 조립분을 분리시켜 S-C에 따른 점토분만의 간극비와 침하량을 계산하였다. 투기완료 후 S-C별 실내시험결과를 기존의 경험적인 해석방법과 쌍곡선법을 응용한 새로운 방법으로 산정한 투기완료 후의 계면고, 체적비 변화와 비교, 분석하였다. 시험결과 자중압밀완료 후 S-C가 증가할수록 액성한계가 혼합토의 컨시스턴시에 대한 영향을 많이 끼치며, 그 한계는 대략 65%로 판단된다. S-C에 따라 점토성분만의 간극비를 계산한 결과, 점토간극비는 S-C가 0%와 50%의 경우 투기완료 후 시간이 아무리 경과되더라도 각각 2와4이하가 될 수 없음을 보였다. 침하와 시간의 관계에서 재초기화 곡선의 시작점은 矢野弘一郞(1985)가 제시한 팀강곡선의 변곡점에 해당하였고 직선과 상관계수가 거의 1인 재초기화 곡선의 거동을 보였다. 재초기화 곡선의 기울기와 절편은 30cm이후 전체높이 별 지수함수의 형태로 파악하는게 타당하다고 판단되며, 시료높이별로 계면고변화를 고려하고 투기완료 후 기울기가 시험결과와 잘 일치하는 쌍곡선 법을 응용한 예측방법이 기존의 경험적인 방법보다 모래의 영향을 고려한 지역에서 준설 매립 할 경우 더 합리적이라고 판단된다.