• 제목/요약/키워드: high rate of loading

검색결과 611건 처리시간 0.024초

부유성 미생물을 이용한 생물처리법의 최적 설계 (The Optimum Design of Suspended Growth Systems)

  • 이정수
    • 대한환경공학회지
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    • 제22권6호
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    • pp.1011-1019
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    • 2000
  • 본 연구는 유입수의 농도, 수리학적 체류시간 및 F/M비와 슬러지 첨전성과의 상관관계를 새롭게 명확히 밝혀 기존에 제시된 각 처리법 즉 장기포기법, 재래식 활성슬러지법, 고율 활성슬러지법 및 수정포기법의 설계조건이 도출된 원인을 밝히고 동시에 이들 기 제시된 설계조건에 관계없이 설계가 가능함을 확인하기 위한 연구이다. 본 실험은 특히 체류시간과 미생물의 침강성을 중심으로 고찰되었는데, 이는 슬러지의 침강성이 기존 각 처리법의 운전조건을 결정하는 주인자$^{1)}$이기 때문이다. 따라서 각각의 처리법에 대해 제시된 설계범위를 벗어날 경우 슬러지는 팽화하는 것으로 알려져 있으며, 설계의 기초를 제공한 Lesperance$^{1)}$의 실험결과에서도 침강성이 확보되지 않는 부하범위가 발생하는 것으로 나타냈다. 위와 같이 일정 조건에서 슬러지가 팽화하는 원인은 Lesperance가 이전 다년간의 실패와 시도로 밝혀진 연속운전이 가능한 것으로 밝혀진 몇몇의 운전조건을 실험조건으로 채용함에 따라 각각의 체류시간에 해당하는 최적의 부하가 적용되지 않았기 때문이다. 하지만 본 실험결과 부하를 적절히 유지할 경우, F/M비 $6.3kg-BOD/kg-MLSS{\cdot}day$ 이하, HRT 0.67hr 이하의 조건에서 슬러지의 침강성이 SVI치 120 이하로 확보될 수 있음을 확인하였다. 따라서 본 연구에서는 체류시간과 그에 해당하는 최적 부하를 제시하였으며, 체류시간이 미생물의 침강성에 결정적 영향인자임을 밝히고, 아울러 본 실험결과를 근거로 이제까지 알려진 처리법에서는 적용된 바 없는 1시간 이하의 체류시간에서 고율 활성슬러지법의 적용 부하치를 수 배 능가하는 새로운 운전법 (UHR : Ultra high rate)도 가능함을 제시하였다.

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합류식 하수관거 월류수 저장 시설에 대한 효과 - 강우시 합류식 하수관거에서의 오염물질 유출특성 분석 (Effect for CSOs Storage Construction - Analysis of Storm Water Run-off Characteristics in combined sewer system)

  • 박진규;이남훈;김해룡;이웅;이채영
    • 상하수도학회지
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    • 제25권6호
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    • pp.949-957
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    • 2011
  • This aim of study was to investigate the characteristics of discharge of pollutants as well as the correlation between flow rate and water quality constituents in a combined sewer system according to the characteristics of rainfall. For the loading rates for each pollutant, the median concentrations of all pollutants except T-N was increased when a CSO took place. The loading rates of BOD, COD, SS, T-N, T-P, Cu and Zn at the CSOs were 328-1255, 25-129, 83-2009, 4-12, 14-51, 5-11 and 5-13 times higher than the DWF (Dry Whether Flow), respectively. Especially, SS loading rate was found to be highest in all pollutants. On the other hand, the range of the first flush coefficient, b for water quality constituents such as BOD, COD, SS, T-N, T-P, Cu and Zn were 0.537-0.878, 0.589-0.888, 0.516-1.062, 0.852-1.031, 0.649-0.954, 0.975-1.015 and 0.900-1.114, respectively. In term of correlation between flow rate and pollutant concentrations, SS concentration was highly correlated to flow rate. However, there was an inverse correlation between EC (Electrical Conductivity) and flow rate because of the high dilution of flow rate. In case of correlation between pollutants, there was a high correlation between SS and T-P.

A Submerged Membrane Bioreactor with Anoxic-oxic Recycle for the Treatment of High-strength Nitrogen Wastewater

  • Shim, Jin-Kie;Yoo, Ik-Keun;Lee, Young-Moo
    • Korean Membrane Journal
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    • 제3권1호
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    • pp.32-38
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    • 2001
  • Using the hollow fiber membrane module in a lab-scale membrane bioreactor, the anoxic- oxic (AO) process for nitrogen removal was operated for about one year. For the influent wastewater containing 1,200-1,400 mg $1^{-1}$ of CODcr and 200-310 mg $1^{-1}$ of nitrogen, this process achieved a high quality effluent of less than 30 mgCOD $liter^{-1}$ and 50 mgN $liter^{-1}$. The removal rate of organics was above 98% at a loading rate larger than 2.5 kgCOD $m^{-3}$$d^{-1}$. When the internal recycle from the oxic to the anoxic reactor changed room 2n to 600% rout the influent flow rate, the nitrogen removal rate increased from about 70 to 90% at a loading rate of 0.4 kgT-N m-s d-1. The initial increase of transmembrane pressure (TMP) was observed after a 4-month operation while maintaining the flux and MLSS concentration at 7-9 1 $m^2$ $h^{-1}$ and 6,000-14,000 mg $1^{-1}$, respectively. The TMP could be maintained below 15 cmHg for an 8-month operation. The chemical cleaning with an acid followed by an immersion in an alkali solution gave better cleaning result with the membrane operated for 10 month rather than that only by an alkali immersion.

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Nondestructive detection of crack density in ultra-high performance concrete using multiple ultrasound measurements: Evidence of microstructural change

  • Seungo Baek;Bada Lee;Jeong Hoon Rhee;Yejin Kim;Hyoeun Kim;Seung Kwan Hong;Goangseup Zi;Gun Kim;Tae Sup Yun
    • Computers and Concrete
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    • 제33권4호
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    • pp.399-407
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    • 2024
  • This study nondestructively examined the evolution of crack density in ultra-high performance concrete (UHPC) upon cyclic loading. Uniaxial compression was repeatedly applied to the cylindrical specimens at levels corresponding to 32% and 53% of the maximum load-bearing capacity, each at a steady strain rate. At each stage, both P-wave and S-wave velocities were measured in the absence of the applied load. In particular, the continuous monitoring of P-wave velocity from the first loading prior to the second loading allowed real-time observation of the strengthening effect during loading and the recovery effect afterwards. Increasing the number of cycles resulted in the reduction of both elastic wave velocities and Young's modulus, along with a slight rise in Poisson's ratio in both tested cases. The computed crack density showed a monotonically increasing trend with repeated loading, more significant at 53% than at 32% loading. Furthermore, the spatial distribution of the crack density along the height was achieved, validating the directional dependency of microcracking development. This study demonstrated the capability of the crack density to capture the evolution of microcracks in UHPC under cyclic loading condition, as an early-stage damage indicator.

Results of immediate loading for implant restoration in partially edentulous patients: a 6-month preliminary prospective study using SinusQuickTM EB implant system

  • Kim, Jong-Hwa;Kim, Young-Kyun;Yi, Yang-Jin;Yun, Pil-Young;Lee, Hyo-Jung;Kim, Myung-Jin;Yeo, In-Sung
    • The Journal of Advanced Prosthodontics
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    • 제1권3호
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    • pp.136-139
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    • 2009
  • STATEMENT OF PROBLEM. Many dental clinicians are concerned about immediate loading of inserted implants. However, there have been few clinical studies surveying the success rates of immediate loading, based on Korean implant systems. PURPOSE. The aim of this study was to evaluate the outcome of immediate functional loading of the implant ($SinusQuick^{TM}$EB, Neobiotech Co., Seoul, Korea) in partially edentulous maxilla or mandible. MATERIAL AND METHODS. Total 15 implants were placed. Within 2 weeks after implant insertion, provisional implant-supported fixed partial dentures were delivered to the patients. Quantitatively, marginal bone loss was measured at the time of immediate loading, after 3-months of continued loading and at the last follow-up. The mean follow-up period was 4.8 months. RESULTS. Mean marginal bone loss from implant surgery to early loading, 3-months follow-up and last follow-up was $0.03\pm0.07$ mm, $0.16\pm0.17$ mm and $0.29\pm0.19$ mm. No implant failed up to 6 months after insertion, resulting in a 100% survival rate. CONCLUSION. Immediate loading exhibited high success rate in partial edentulism for up to 6 months. Well-controlled long term clinical studies with large sample size are necessary to confirm this finding.

일정변형률 압밀시험에 따른 이암풍화토의 압밀특성 (A Consolidation Characteristics of Decomposed Mudstone Soil by Constant Rate of Strain Consolidation)

  • 김영수;김기영;김대만
    • 한국지반공학회논문집
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    • 제16권1호
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    • pp.99-106
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    • 2000
  • 기존의 Oedometer 시험은 간단한 시험장치의 편리함으로 인해 널리 이용되어 왔다. 그러나 이 방법은 장시간의 시험기간, 각 단계 하중에서의 불규칙적인 응력상태, 매우 연약한 점토에 대한 시험의 어려움 및 시료의 포화문제와 같은 여러 문제점을 노출하게 되었다. 따라서 이런 단점을 보완 할 수 있는 시험 방법의 하나로 일정 변형률 압밀시험 이 개발되어 널리 이용되고 있다. 본 논문에서는 세가지 변형률을 이용한 CRS시험을 실시하였으며, 이 결과를 수정된 Wissa(1971)의 비선형 이론을 이용해 해석하고, 기존의 Oedometer시험 및 직접투수시험과 비교분석함으로서 CRS시험의 효율성 및 적용성 유무를 판단하고자 한다.

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키토산 및 키틴 막에 의한 단백질의 친화 여과 크로마토그래피: 2. BSA 및 Lysozyme의 분리 (Affinity Filtration Chromatography of Proteins by Chitosan and Chitin Membranes: 2. Separation of BSA and Lysozyme)

  • 염경호;육영재
    • 멤브레인
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    • 제19권2호
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    • pp.113-121
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    • 2009
  • 실리카 입자를 기공 형성제로 사용하여 물리적 강도와 단백질 결합용량이 높은 다공성 키토산 및 키틴 친화 막을 제조하였다. 키토산 친화 막의 BSA 단백질 결합용량은 최대 21.8mg/mL이었으며, 키틴 친화 막의 lysozyme 효소 결합용량은 최대 26.1mg/mL이었다. 제조된 다공성 키토산 및 키틴 친화 막을 사용하여 단백질 용액의 loading 유량, loading 양 및 농도 변화에 따른 BSA와 lysozyme의 친화 막 여과 크로마토그래피 분리 실험을 수행하였다. 친화 막 여과 크로마토그래피 분리 실험을 통해 얻어진 loading/washing/elution의 단계로 구성된 일련의 크로마토그램으로부터 단백질 용출량과 결합수율을 구하였다. 키토산 및 키틴 친화 막에의 BSA 및 lysozyme 단백질의 결합량과 결합수율은 loading용액의 유량이 작을수록, 주입량 및 농도가 클수록 증가하였다. 이 결과로부터 실리카 입자를 기공 형성제로 사용하여 제조된 다공성 키토산 및 키틴 막은 단백질의 대규모 여과 크로마토그래피 분리를 위한 친화 막으로서 효과적인 활용이 기대된다.

Methane Production Potential of Food Waste and Food Waste Mixture with Swine Manure in Anaerobic Digestion

  • Islam, Mohammad Nazrul;Park, Keum-Joo;Yoon, Hyung-Sun
    • Journal of Biosystems Engineering
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    • 제37권2호
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    • pp.100-105
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    • 2012
  • Purpose: Methane production potential in aerobic digestion was assessed according to feed to inoculum (F/I) ratio for food waste only, and mixing ratio of two materials for food waste and swine manure to give a basic data for the design of anaerobic digestion system. Methods: Anaerbic digestion test was performed using a lab scale batch reactor at $35^{\circ}C$ for six different feed to inoculum (F/I) ratios (0.50, 0.72, 1.14, 1.50, 2.14 and 3.41), three food waste to swine manure ratios (100:0, 60:40 and 40:60) with two different loading concentrations (10g VS/L and 30g VS/L). Results: For food waste only, the highest biogas yield of 1008 mL/gVS was obtained at 0.50 of F/I. For the co-digestion of food waste and swine manure mixture, the highest biogas yield of 1148 mL/gVS was obtained at a mixing ratio of 40:60 with loading concentration of 10g VS/L. Conclusions: F/I ratio for the food waste only, mixing ratio of food waste and swine manure, and co-substrate loading rate affected the biogas production rate. For the low loading rate, there was not so much difference according to the mixing ratio of food waste and swine manure, but for the high loading rate higher biogas yield was acquired for the co-digestion of food waste and swine manure than for the food waste alone (mixing ratio, 100:0).

탈질 조건에서 투과매질 내 미생물 성장에 관한 연구

  • 최영화;오재일;배범한
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2002년도 추계학술발표회
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    • pp.366-369
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    • 2002
  • Subsurface biobarrier technology has potential applications to contain contaminated groundwater and/or to degrade toxic pollutants in groundwater. Most biobarrier studies were conducted under aerobic condition, however there were several obstacles to make aerobic condition. Thus, In this study, we examined biobarrier formation under denitrifying condition by using nitrate as an electron acceptor. Experiments were performed with a sand column inoculated with activated sludge from the nearby WWTP. The substrate medium was pumped to the sand column in an upflow mode. During the low substrate loading rate period, the extent of reduction rate in hydraulic conductivity was found similar throughout the column, and permeability became relatively stable after couple of days. However, during the high substrate loading rate period, the column demonstrated a gradient of permeability reduction, with the greatest reduction in sections nearest the column inlet. Rapid growth of microorganisms near the column inlet resulted in the unbalanced reduction of hydraulic conductivity throughout the sand column. As a result, at this denitrifying condition the thickness of biobarrier could be controlled by adjusting the medium conditions of microbial growth.

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UASB 공정에 의한 고농도 축산폐수 처리시 유기물 제거와 메탄생성에 관한 연구 (A Study on Organics Removal and Methane Production during the Anaerobic Digestion of High-Strength Swine Wastes Using UASB Process)

  • 원철희;김승호;박은영;임재명
    • 산업기술연구
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    • 제22권B호
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    • pp.109-115
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    • 2002
  • This research was performed to investigate the COD removal efficiency and methane production in slurry-typed swine wastes using UASB(upflow anaerobic sludge blanket)reactor. The USAB reactor was operated from 0.8 through 3.3days of HRT in a range of 3 to 15 kg $TCOD/m^3/day$ of volumetric organic loading rate. The removal rate of TCOD was increased with the increase of the HRT. The removal rate of TCOD at an HRT over 2days, became greater than 68% with the methane contents being from 70 to 80%. Methane production rates were increased from 0.27 to $0.36m^3\;CH_4/kg$ CODrem. as HRTs were increased from 0.8 to 3.3days.

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