• 제목/요약/키워드: HRT

검색결과 616건 처리시간 0.027초

혐기성(嫌氣性) Filter Media 반응조(反應槽)에 의한 폐수처리(廢水處理) (Waste Treatment by an Anaerobic Filter)

  • 이찬기;임재명
    • 산업기술연구
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    • 제2권
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    • pp.33-44
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    • 1982
  • This study mainly concentrated on the treatment of nightsoil by an anaerobic filter media process. Nightsoil has been one of the major water pollutants in this couotry. It represents high ROD and SS concentrations. A comprehensive laboratory study conducted at Kangwoon National University indicate: (1) In the case of anaerobic filter system, COD and BOD removal efficiencies were greatly influenced by hydraulic retention time(HRT), but SS removal efficiencies dropped slowly when HRT were 2~13 days. (2) COD removal efficiencies were 19% when HRT were 15 days, 14% when HRT were 8 days, 10% when HRT were 6 days, 9% when HRT were 4 days, 2% when HRT were 2 days. (3) BOD removal efficiencies were 23% when HRT were 15 days, 14% when HRT were 8 days, 18% when HRT were 6 days, 7% when HRT were 4 days, 5.8% when HRT were 2days. (4) SS removal efficiencies were 21%~25%(2~15 days HRT).

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부착미생물과 부유수생식물을 이용한 공정에서 유기물 및 영양염류 제거에 관한 연구 (A Study on the Removal of Organics and Nutrients in the Process Using Attached Biomass and Aquatic Floating Plants)

  • 선용호
    • KSBB Journal
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    • 제23권4호
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    • pp.323-328
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    • 2008
  • 본 연구에서는 혐기조 및 무산소조, 호기조로 구성된 미생물이 부착된 고정상 담체를 이용한 $A^{2}O$ 생물막 장치와 부유 수생식물인 부레옥잠을 이용한 자연정화장치에서 생활오수를 이용하여 성능실험을 수행한 후 HRT에 따른 유기물 및 T-N, T-P의 제거 특성을 알아보았다. 평균 SS 제거율과 $COD_{Cr}$ 제거율은 HRT가 증가함에 따라 증가하다가 HRT 12 hr 이상에서는 각각 제거율이 93%, 89% 정도의 일정한 수치를 나타내었다. 반면에 평균 $BOD_5$ 제거율 및 평균 $COD_{Mn}$ 제거율은 HRT가 증가함에 따라 제거율은 계속 증가하는 양상을 보여주고 있으며 HRT 26 hr일 때 각각의 제거율은 84.91%, 76.03%이었다. 한편 평균 T-N 제거율 및 T-P 제거율은 HRT 61 hr까지는 계속 증가하다가 HRT 61 hr 이상에서는 거의 비슷한 수치이었으며 HRT 61 hr일 때의 평균 T-N 및 T-P 제거율은 각각 70.20%, 77.86%이었으며 영양염류 제거 관점에서 최적 HRT는 61 hr임을 알 수 있었다. 부레옥잠의 잎에서는 실험 전 후의 질소 함량이 비슷하였으나 뿌리에서는 5.5%가 더 많은 질소가 발견되어 부레옥잠이 질소를 흡수한다는 사실을 알 수 있었다.

유동상 담체를 이용한 Loop Reactor에서 유기물 및 질소, 인 제거 (The Removal of Organics, Nitrogen and Phosphorus in Loop Reactor Using Fluidized Media)

  • 선용호
    • KSBB Journal
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    • 제24권4호
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    • pp.353-360
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    • 2009
  • 본 연구에서는 혐기조 및 무산소조, 호기조로 구성된 상향류식 고정상 담체 반응장치와 호기조로 고정상 담체 대신에 유동상 담체를 사용한 Loop Reactor로 이루어진 장치에서 생활하수를 이용하여 성능실험을 수행한 후 HRT에 따른 유기물 및 T-N, T-P 등 오염물질의 제거 특성을 비교 분석하였다. 두 반응기 모두 평균 BOD 제거율과 SS 제거율은 HRT가 증가함에 따라 증가하다가 HRT 16 h 이상에서는 일정한 수치를 나타내고 있으며 HRT 16 h에서 고정상 담체 반응기와 Loop Reactor의 평균 BOD 제거율은 각각 86.6%, 90.9%이었으며 평균 SS 제거율은 각각 78.0%, 88.2%로 Loop Reactor의 경우가 각각 4.3%, 10.2%의 더 높은 BOD와 SS 제거율을 나타내었다. 또한 평균 $COD_{Cr}$, 제거율 및 평균 $COD_{Mn}$ 제거율은 BOD와 SS 제거율과 마찬가지로 HRT가 증가함에 따라 증가하다가 HRT 16 h에서 일정한 수치를 나타내고 있으며 고정상 담체 반응기와 Loop Reactor의 평균 $COD_{Cr}$, 제거율은 각각 63.5%, 75.2%이었으며 평균 $COD_{Mn}$ 제거율은 각각 60.7%, 73.6%로 Loop Reactor의 경우가 11.7%, 12.9% 더 높은 제거율을 나타내었다. 반면에 평균 T-N 제거율 및 T-P 제거율은 두 반응기 모두 HRT가 증가함에 따라 제거율은 계속 증가하는 양상을 보여주고 있으며 HRT 16 h에서 Loop Reactor의 경우 평균 T-N 제거율 및 평균 T-P 제거율은 각각 33.6%, 54.5%로 고정상 담체 반응기보다 14.1%, 10.8%의 더 높은 제거율을 나타내었다. 이상의 결과에서 Loop Reactor가 성능이 훨씬 더 우수하였으며 최적 HRT는 16 h임을 알 수 있었다.

폐경후 호르몬대체요법에 대한 인터넷 웹싸이트 자료 내용 및 학술 연구 경향 분석과 국내 한방병원 내원환자에 관한 연구 (A Study about the News Searched on Web-site Related to HRT and Analysis of Perimenopausal and Postmenopausal Patient Who Visited Dept, of Ob&Gy Korean Medicine Hospital)

  • 김동일
    • 대한한방부인과학회지
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    • 제19권1호
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    • pp.219-235
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    • 2006
  • Purpose : To investigate the medical information related to HRT online and the medical treatment of perimenopausal and postmenopausal women in the Dept. of Ob&Gy Korean Medicine Hospital, after the discontinuance of the WHI trial in U.S, July 2002. Methods : With the key-words "HRT", "Hormone Replacement therapy", "호르몬 대체요법(HRT)", 갱년기 증후군(perimenopausal syndrome)", “폐경기후증후군(postmenopausal syndrome)", I searched for the information from July 2002 to 2005 on DAUM, the representative portal site in Korea, and I've got a grasp of the tendency of the informational propagation on HRT. Moreover, I investigated chief complaints and tendency of give up HRT of the perimenopausal and postmenopausal women(aged between 47 and 60) who visited Dept. of Ob&Gy Korean Medicine Hospital for 2 years and 6 months since July 2002. Results : 1) Searching for the news on DAUM, I found; 2 articles on the methods of HRT: 4 on the positive effects of HRT: 4 on the general items including the positive effects of HRT: 19 on the side effects of HRT: 1 on the insignificant effect of HRT :4 on the apprehensions about HRT: 3 on the strengthening of the criteria on medical fees review: 3 on the discontinuance of HRT: 8 on the alternative materials and medicines to HRT: 4 on the guidance for the phyto-estrogen. 2) I analyzed chief complaints of 120 women. The majority of chief complaints were vasomotor symptoms like hot flush and sweating. There were only 4 patients who wanted to give up HRT. Conclusion : The side effects of HRT were objectively dealt with online but there was not enough effective and continuous guidance. In the case that a woman not on HRT wishes to overcome perimenopausal period through KM therapy, this information may have affected her decision. However, not many women who were already on HRT terminated the therapy for fear of side effects and switched to KM therapy. Promotion of KM therapy in improving health during perimenopausal and postmenopausal period is desperately needed.

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UASB의 HRT와 원수의 농도가 양돈폐수 처리에 미치는 영향 연구 (HRT and Influent Concentration Effects on Swine Wastewater Treatment Using UASB)

  • 박종훈;강선홍
    • 한국물환경학회지
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    • 제18권4호
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    • pp.365-370
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    • 2002
  • This study aims to study the effect of HRT and influent concentration on swine wastewater treatment using UASB(Upflow Anaerobic Sludge Blanket). Sample was separately collected from the piggery farm; urine(liquid part) and solid part to compare their treatment characteristics. Reactors were used two UASB(3.2 L) in this research under constant temperature ($35^{\circ}C$). Their operating conditions were as follows; Run 1(UASB ; HRT 6-days, 1 cycle/d), Run 2(UASB ; HRT 3-days, 1 cycle/d). Biogas was collected and analyzed using GC(HP-6890). By comparing the results of Run 1 and Run 2, the effect of HRT was investigated. The treatment efficiency of Run 1 which had longer HRT was higher than that of Run 2 in both solid and liquid parts of piggery sample. Methane content in collected biogas is more than 80%.

혐기성 미생물을 이용한 수소생산에 있어서 기질농도 및 수리학적 체류시간의 영향 (Influence of Substrate Concentration and Hydraulic Retention Time on the Hydrogen Production Using Anaerobic Microflora)

  • 고인범;신항식;이용두
    • 대한환경공학회지
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    • 제28권9호
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    • pp.911-916
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    • 2006
  • 혐기성 미생물에 의한 수소 생산에 있어서 기질 농도와 HRT의 영향에 대하여 3계열로 구분하여 실험을 수행하였다. 계열 I는 HRT가 8시간에서 기질농도를 3에서 27 g-glucose/L로 증가시키면서 실험을 수행하였고, 계열 II는 HRT가 16시간, 계열 3은 HRT가 24시간으로 설정하여 실험을 수행하였다. 연구결과, 수소 생성 수율에 미치는 HRT와 기질 농도의 영향에 대하여 표면분석법에 의하여 분석하였다. 최대 수소 생성 수율은 기질농도 15.4 g/L 및 HRT 9.6시간에서 2.05 mol $H_2/mol$ 글루코오스의 값을 구할 수 있었다. 2 mol $H_2/mol$ 글루코오스의 수소 생성 수율을 얻기 위한 기질농도 및 HRT는 각각 $13{\sim}17$ g/L 및 $5{\sim}14$시간임을 알 수 있었다. 글루코오스의 소모에 따라 유기산의 농도는 증가하였고, 주요 대사산물은 아세트산과 부틸산이었다.

소화조(消化槽)의 수리학적(水理學的) 체류시간(滯留時間)이 분뇨(糞尿)와 정화조(淨化槽)슬러지 혼합물(混合物)의 혐기성소화(嫌氣性消化)에 미치는 영향(影響) (Effects of Hydraulic Rentention Time on Anaerobic Digestion of the Mixture of Nightsoil and Septic Tank Sludge)

  • 이광호;양상현
    • 대한토목학회논문집
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    • 제3권3호
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    • pp.117-127
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    • 1983
  • 본(本) 연구(硏究)에서는 분뇨(糞尿)와 정화조(淨化槽)슬러지 혼합액(混合液)을 2단(段) 혐기성(嫌氣性) 소화방식(消化方式)으로 처리(處理)할 때 제(第)1소화조(消化槽)(반응조(反應槽))에서의 수리학적(水理學的) 체류시간(滯留時間)(5일(日), 15일(日), 25일(日))이 반응조(反應槽)내에서의 화학적(化學的) 특성(特性)과 처리도(處理度)에 미치는 영향(影響), 그리고 제(第)2소화조(消化槽)(침전조(沈澱槽))에서의 적정(適定) 체류시간(滯留時間)을 검토(檢討)하였으며 그 결과(結果)는 다음과 같다. 1) 휘발성(揮發性) 산(酸)(volatile-Acid)은 HRT의 증가(增加)에 따라 감소현상(減少現象)을 나타냈다. 2) HRT가 증가(增加)함에 따라 알카리도와, Ammonia-N은 증가(增加)하였으며 pH는 짧은 체류시간(滯留時間)에서는 증가추세(增加趨勢)를 보였으나 15일(日) 이상(以上)의 HRT에서는 거의 일정(一定)하였다. 3) TBOD, TCOD, TS, VS의 제거율(除去率)은 HRT의 증가(增加)에 따라서 증가(增加)하였다. 4) 휘발성고형물(揮發性固形物)(VS)의 제거율(除去率)은 부하량(負荷量)이 증가(增加)됨에 따라 감소현상(減少現象)을 나타냈다. 5) 주입된 VS 단위(單位)무게당(當) gas 생산량(生産量)은 HRT 5일(日)에서 $0.33m^3/kg$ VS fed/day, HRT 15일(日)에서 $0.58m^3/kg$ VS fed/day, HRT 25일(日)에서 $0.57m^3/kg$ VS fed/day로 HRT 15일(日) 부근에서 가장 높았다. 6) 슬러지고형물(固形物)의 침전(沈澱)이 완료(完了)되는데 요구(要求)되는 시간(時間)(tu)은 8.6 일(日)이었으며 육안(肉眼)으로 관찰(觀察)된 고형물(固形物)과 상등수(上燈水)의 경계면(境界面)이 최종단계(最終段階)에 이르는 시간(時間)은 약(約) 10일(日)이었다.

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회전속도와 수리학적 체류시간이 회전원판식(Rotating Biological Contactor;RBC) 여과조의 암모니아 제거에 미치는 영향 (Effects of Rotational Speed and Hydraulic Residence Time on the Ammonia Removal of a Rotating Biological Contactor (RBC))

  • 오승용;조재윤;김종만
    • 한국양식학회지
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    • 제16권3호
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    • pp.142-150
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    • 2003
  • Performance of a biological filter, the rotating biological contactor (RBC), is affected by rotational speed and hydraulic residence time (HRT). A RBC with a disc diameter of 62 cm, total surface area of 48.28 $m^2$, volume of 0.34 ㎥, and submergence ratio of 35.4% was tested for the combinations of five rotational speeds (1, 2, 3, 4 & 5 rpm) and three HRT (0.5, 1.0 & 2.0 hr) to find out the maximum removal efficiencies of total ammonia nitrogen (TAN) and nitrite nitrogen of a simulated recirculating aquaculture system. Ammonia loading rate in the system was 25 g of TAN/ ㎥. day. Removal efficiencies were checked when TAN concentrations in the system stabilized for 3 days in each treatment. The concentration of TAN in the system decreased with increasing rotational speed of the RBC up to 4 rpm in all HRT (P<0.05). At the rotational speed of 5 rpm, the efficiencies decreased in all HRT (P<0.05). When the rotational speeds were 1, 2, 3, 4, and 5 rpm, TAN concentrations in the system were 1.35, 0.94, 0.69, 0.66, and 0.76 mg/L at the 0.5 hr HRT, 2.86, 1.18, 0.96, 0.87, and 1.11 mg/L at the 1.0 hr HRT, and 5.30, 2.44, 1.99, 1.77, and 2.01 mg/L at the 2.0 hr HRT, respectively. The TAN removal efficiencies of the RBC at the rotational speeds of 1, 2, 3, 4, and 5 rpm were 32.9, 49.5, 65.1, 72.9, and 62.9% in 0.5 hr HRT,33.1, 74.1, 87.1, 95.8, and 78.5% in 1.0 hr HRT, and 35.5, 76.7, 89.6, 97.0, and 85.5% in 2.0 hr HRT, respectively. TAN removal efficiency of RBC per pass increased with increasing HRT. However, TAN concentration in the system also increased. The best operating condition among the treatments was obtained at the treatment of 0.5 hr HRT and 4 rpm (P<0.05). The TAN concentration was 0.66 mg/L. Concentrations of nitrite nitrogen (NO$_2$$^{[-10]}$ -N) in the system decreased with increasing rotational speed in all HRT while that in the system increased with increasing HRT in all rotational speeds. The ranges of NO$_2$$^{[-10]}$ -N concentrations at HRT of 0.5, 1.0, and 2.0 hr in the system were 0.26~0.32, 0.31~0.56, and 0.43~l.45 mg/L, respectively. The ranges of daily removal rates of TAN in this system were 20.03~23.0 g TAN/㎥ㆍday and those of nitrite nitrogen were 19.65~30.25 g NO$_2$$^{[-10]}$ -N/㎥ㆍday.

저농도 도시하수 처리를 위한 활성슬러지공정에서 HRT 및 SRT가 처리효율에 미치는 영향 (The Effect of HRT and SRT on Treatment Efficiency of Activated Sludge Process for Low Concentration Municipal Sewage)

  • 황규대;김민호;고새봄
    • 상하수도학회지
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    • 제11권1호
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    • pp.64-73
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    • 1997
  • Most of the municipal wastewater treatment plants operated in Korea are designed for high concentrations municipal sewage. However, activated sludge process employed by municipal wastewater treatment plant is operated at low organic loading. The objective of this study was to determine optimum operating condition of activated sludge process for treatment of low concentration municipal sewage. Three bench scale activated sludge reactors were operated to investigate the effect of HRT and SRT on the COD and TSS removal efficiency. The average concentration of TSS, SCOD, SBOD and TKN in influent were 118mg/l, 61mg/l, 21mg/l, and 12mg/l, respectively. The activated sludge reactors operated with various HRT and SRT showed about 89-93% TSS removal efficiency. HRT and SRT does not affect the TSS removal efficiency of actvatied sludge process significantly. However, HRT affected the SCOD removal efficiency slightly. As the HRT decreases from 13hours to 3hours, the SCOD removal efficiency decreases from 67% to 56%. The average effluent TCOD concentration of the reactor operated with 3hours of HRT was approximatly 40-45mg/l. Kinetic coefficient yield (Yt) and decay coefficients(Kd) were 0.594-0.954 mgMLVSS/mgCOD and $0.0197-0.0317day^{-1}$, respectively. Low concentration municipal sewage can be treated with 3 hours of HRT without effluent quality deterioration and SRT does not affect the substrate removal efficiency at this operation condition.

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HRT-mediated Turnip crinkle virus Resistance in Arabidopsis

  • Park, Jeong-Mee;Daniel F. Klessig
    • The Plant Pathology Journal
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    • 제19권1호
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    • pp.19-23
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    • 2003
  • Turnip crinkle vims (TCV) inoculation onto resistant Arabidopsis ecotype Dijon(Di-17) leads to a hypersensitive response (HR) on the inoculated leaves. A dominant gene, HRT, which confers an HR to TCV, has been cloned from Di-17 plants by map-based cloning. HRT is a LZ-NBS-LRR class resistance gene and it belongs to a small gene family that includes RPP8, which confers resistance to Peronospora parasitica Emco5. Outside of the LRR region, HRT and RPP8 proteins share 98% amino acid identity while their LRR regions are less conserved (87% identity). HRT-transformed Arabidopsis plants developed an HR but generally remained susceptible to TCV due to a dominant RRT allele, which is not compatible with resistance. However, several transgenic plants that over-expressed HRT much higher than Di-l7 showed micro-HR or no HR when inoculated with TCV and were resistant to infection. Both the HR and resistance are dependent on salicylic acid but independent of NPRI, ethylene, or jasmonic acid. Arabidopsis plants containing both TCV coat protein gene and HRT developed massive necrosis and death in seedlings, indicating that the TCV coat protein is an avirulence factor detected by the HRT.