• 제목/요약/키워드: loading rate effect

검색결과 544건 처리시간 0.021초

하수처리장 송풍량 산정에 미치는 영향 인자들의 평가 (The Evaluation of Effect Indicators on Estimation of Aeration Volume for Wastewater Treatment Plants)

  • 김병수;최미영;권혁;김진만;차운오;전완명
    • 대한환경공학회지
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    • 제35권1호
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    • pp.38-44
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    • 2013
  • D하수처리장의 송풍량을 효과적으로 조절하는 시스템을 구축하기 위해 2011년 1월 1일부터 2012년 8월 31일까지 포기조 DO 농도를 평균 2.1 mg/L로 유지하면서 유입유량, 유입농도, 유입부하, 수온, F/M비, 생물반응조의 MLSS 농도 변화에 따른 송풍량 변화를 검토하였다. 그 결과 동일한 DO 농도를 유지하기 위한 송풍량 변화폭은 매우 크며, 송풍량 산정을 결정하는 주요 인자는 수온, F/M비, $BOD_5$ 유입 부하, T-N 유입 부하로 나타났다. 그 중 가장 큰 영향을 주는 지표는 수온으로 수온 $1^{\circ}C$ 증가는 $45.8m^3/h$의 송풍량을 증가시키는 것으로 나타났으며, 이는 계절의 영향이 반영된 것으로 사료 된다. 하절기에는 유입 유량증가, 낮은 MLSS농도, F/M비 증가의 영향과, 동절기에는 유입 유량감소, 높은 MLSS농도, F/M비 감소 등의 영향이 송풍량에 반영되어, 수온 변화에 따른 필요 송풍량 변화를 더욱 가중시킨 것으로 사료된다. 따라서 호기조 송풍량 산정 시에는 유입유량, 유입 $BOD_5$농도, 유입 T-N농도 및 생물반응조의 MLSS농도 중 하나의 인자를 이용하는 것보다, 유입부하나 F/M비로 연산하여 접근이 필요한 것으로 사료된다.

분뇨(糞尿)의 혐기성(嫌氣性) 소화시(消化時)의 암모니아의 독성(毒性)에 관한 연구(硏究) (Inhibitory Effects of Ammonium Nitrogen on the Nightsoil Digestion)

  • 최의소
    • 대한토목학회논문집
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    • 제5권2호
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    • pp.75-81
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    • 1985
  • 분뇨(糞尿) 내의 많은 암모니아의 독성여부(毒性與否)를 검토(檢討)하는 것이 본(本) 연구(硏究)의 목적(目的)이었는데 실험실(實驗室) 소화조(消化槽)가 이용(利用)되었다. 암모니아의 저해작용(沮害作用)은 1.5g/l 정도에서는 관측되었다. 따라서, 이러한 저해작용(沮害作用)을 감소시키기 위하여 분뇨(糞尿)를 희석하여 주입시키는 방법(方法)이 사용될 수 있는데, 희석에 의한 체류기간(滯留期間)의 단축으로 말미암아 소화조(消化槽) 내의 미생물(微生物)이 유실(流失)되므로 사용가능(使用可能)한 희석배수에는 제한(制限)이 있으며, 아울러 적용가능(適用可能)한 유기물질(有機物質) 부하율(負荷率)에도 제한(制限)이 있었다. 1 : 1로 희석시키는 것이 가장 효율적(效率的)인 것으로 나타났는데, 이 때에 적용가능(適用可能)한 최대(最大) 부하율(負荷率)은 $5kg\;COD/m^3/d$ 였다.

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이단미생물반응조에서 혼합 VOCs의 생분해 특성 (Biological Removal of a VOC Mixture in a Two-stage Bioreactor)

  • 송지현
    • 한국대기환경학회지
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    • 제22권6호
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    • pp.758-766
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    • 2006
  • A two-stage bioreactor, which consists of a biotrickling filter module and a biofilter module in series, was investigated for the enhanced treatment of a VOC mixture, toluene and methyl ethyl ketone (MEK). Throughout the experiments, the overall inlet loading rate was maintained at approximately $43g/m^3/hr$, but the inlet ratios of the VOCs were modified. The experimental results showed that the different ratios of the VOC mixture resulted in changes of overall removal efficiencies, elimination capacities (ECs) and microbial accumulation on the surface of each packing material. The ratio of inlet toluene to MEK at 50 : 150 was found to be most effective in terms of the overall removal efficiency, because, at this condition, MEK (i.e., the hydrophilic compound) was mostly removed in the biotrickling filter module and the following biofilter module was used to remove toluene. It was also found that when the inlet loading rate of the VOC mixture was serially increased stepwise within short-term periods, the ECs for toluene dropped significantly but the ECs for MEK increased at the ratio of the VOC mixture. These results implied that substrate interaction and/or substrate preferable utilization might have an effect on the biological removal of each compound in the two-stage bioreactor; therefore, the bioreactor should be operated in the condition where the substrate interaction could be minimized in order to maximize overall performance of the two-stage bioreactor.

Experimental investigation of lateral displacement of PVD-improved deposit

  • Chai, Jin-Chun;Xu, Fang
    • Geomechanics and Engineering
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    • 제9권5호
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    • pp.585-599
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    • 2015
  • Laboratory model tests were conducted to investigate the effect of surcharge loading rate on the magnitude of lateral displacement of prefabricated vertical drains (PVDs) improved deposit. The test results indicate that under the condition that the system had sufficient factor of safety (FS) ($FS{\geq}1.2$), for the similar model ground under the same total applied surcharge load, the lateral displacement increases with the increase of loading rate. The test results have been used to check the validity of a previously proposed method for predicting the maximum lateral displacement, and it shows that the data points are around the middle line of the predicted range, which supports the usefulness of the proposed method. The basic idea of the prediction method is an empirical relationship between the normalized lateral displacement (NLD) and a ration of load to the undrained shear strength of the deposit (RLS). The model test results offer some modifications of the NLD-RLS relationship: (1) instead of a bilinear relationship, NLD-RLS relationship may be entirely nonlinear; (2) the upper bound value of RLS for the proposed method can be used may be limited to 2.1 instead of the originally proposed value of 3.0.

Percolation threshold and piezoresistive response of multi-wall carbon nanotube/cement composites

  • Nam, I.W.;Souri, H.;Lee, H.K.
    • Smart Structures and Systems
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    • 제18권2호
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    • pp.217-231
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    • 2016
  • The present work aims to develop piezoresistive sensors of excellent piezoresistive response attributable to change in nanoscale structures of multi-wall carbon nanotube (MWNT) embedded in cement. MWNT was distributed in a cement matrix by means of polymer wrapping method in tandem with the ultrasonication process. DC conductivity of the prepared samples exhibited the electrical percolation behavior and therefore the dispersion method adopted in this study was deemed effective. The integrity of piezoresistive response of the sensors was assessed in terms of stability, the maximum electrical resistance change rate, and sensitivity. A composite sensor with MWNT 0.2 wt.% showed the lowest stability and sensitivity, while the maximum electrical resistance change rate exhibited by this sample was the highest (96 %) among others and even higher than those found in the literature. This observation was presumably attributed by the percolation threshold and the tunneling effect. As a result of the MWNT content (0.2 wt.%) of the sensor being near the percolation threshold (0.25 wt.%), MWNTs were close to each other to trigger tunneling in response of external loading. The sensor with MWNT 0.2 wt.% was able to maintain the repeatable sensing capability while sustaining a vehicular loading on road, demonstrating the feasibility in traffic flow sensing application.

태권도화의 운동역학적 분석 (The Biomecanical Analysis of Taekwondo Footwear)

  • 진영완;곽이섭
    • 한국운동역학회지
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    • 제17권3호
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    • pp.105-114
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    • 2007
  • The purpose of this study was to compare the biomechanical difference of barefoot and two types taekwondo footwear. which will provide scientific data to coaches and players, to further prevent injuries and to improve each players skills. How to an effect on human body which studied a kinematics and kinetics from 8 college students during experiments. This study imposes several conditions by barefoot and two types of taekwondo footwear ran under average $2.56{\pm}0.21\;m$/sec by motion analysis, ground reaction force and electromyography that used to specific A company. First of all, motion analysis was caused by achilles tendon angle, angle of the lower leg, angle of the knee. The result of comparative analysis can be summarized as below. Motion analysis showed that statically approximates other results from achilles tendon angle (p<.01), initial ankle angle(p<.05), initial sole angle(p<.001) and barefoot angle(p<.001). Ground reaction force also showed that statically approximates other results from impact peak timing (p.001), Maximum loading rate(p<.001), Maximum loading rate timing (p<.001) and impulse of first 20 percent (p<.001). showed that averagely was distinguished from other factors, and did not show about that.

피로하중을 받는 Fiberite 934/T300 복합재료로 만들어진 연소관의 미세균열 연구 (Microcracking of Motor Case with Fiberite 934/T300 Laminates under fatigue Loads)

  • 김형원;김성은
    • 한국추진공학회지
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    • 제1권1호
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    • pp.82-88
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    • 1997
  • 복합재료의 미세균열을 연구하는데 변분이론을 이용한 에너지 방출율 이론이 쓰여졌다. Fiberite 934/T300 복합재료로 만들어진 압력용기에 피로하중이 가해졌을때 기계적 성질이 어떻게 변하는가에 이 논문의 연구 목적이 있다. 수정된 Paris-Law를 이용하여 에너지 방출율과 미세균열 성장률에 대한 master-curve를 그리면 어떤 피로하중 하에서도 복합재료의 미세균열에 관한 성장율을 예측할 수 있다.

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Effect of gas detonation on response of circular plate-experimental and theoretical

  • Babaei, Hashem;Mostofi, Tohid Mirzababaie;Sadraei, Seyed Hamidreza
    • Structural Engineering and Mechanics
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    • 제56권4호
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    • pp.535-548
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    • 2015
  • A series of experimental results on thin mild steel plates clamped at the boundary subjected to gas detonation shock loading are presented. Detonation occurred by mixing Acetylene (C2H2)-Oxygen (O2) in various volume ratio and different initial pressure. The applied impulse is varied to give deformation in the range from 6 mm to 35 mm. Analytical modeling using energy method was also performed. Dependent material properties, as well as strain rate sensitivity, are included in the theoretical modeling. Prediction values for midpoint deflections are compared with experimental data. The analytical predictions have good agreement with experimental values. Moreover, it has been shown that the obtained model has much less error compared with those previously proposed in the literature.

Microcracking of Pressure Vessel with Fiberite 934/T300 Laminates under Fatigue Loads

  • Hyung-Won, Kim;Soon-Il, Moon
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 1996년도 제7회 학술강연회논문집
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    • pp.45-52
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    • 1996
  • The goal is to assess the effect of fatigue loading on mechanical properties of Fiberite 934/T300 laminates of pressure vessel using the recent variational mechanics analysis. This analysis has been useful in providing fracture mechanics interpretation of matrix microcracking in cross-ply laminates. This paper describes using the new energy release rate analysis for a fracture mechanics based interpretation of microcrack formation during fatigue loading. The master plot by modified Paris-law gives a complete characterization of a material system's resistance to microcrack formation.

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Free strain analysis of the performance of vertical drains for soft soil improvement

  • Basack, Sudip;Nimbalkar, Sanjay
    • Geomechanics and Engineering
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    • 제13권6호
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    • pp.963-975
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    • 2017
  • Improvement of soft clay deposit by preloading with vertical drains is one of the most popular techniques followed worldwide. These drains accelerate the rate of consolidation by shortening the drainage path. Although the analytical and numerical solutions available are mostly based on equal strain hypothesis, the adoption of free strain analysis is more realistic because of the flexible nature of the imposed surcharge loading, especially for the embankment loading used for transport infrastructure. In this paper, a numerical model has been developed based on free strain hypothesis for understanding the behaviour of soft ground improvement by vertical drain with preloading. The unit cell analogy is used and the effect of smear has been incorporated. The model has been validated by comparing with available field test results and thereafter, a hypothetical case study is done using the available field data for soft clay deposit existing in the eastern part of Australia and important conclusions are drawn therefrom.