• 한국정밀공학회지
• /
• 제22권9호
• /
• pp.147-154
• /
• 2005

A precision hi-directional actuator for a high precision leveling system with $Z{\Theta}_x{\Theta}_y$ motions is proposed and designed in this paper. The actuator is composed of a force generation structure, a guide mechanism, and a symmetric structure. At first, its driving force is generated by a change of flux in air gaps by permanent and changeable flux. The permanent flux is generated by a permanent magnet. The changeable flux is created by variable current flowing through coil. The combination of permanent and changeable flux makes various flux densities in air gaps between moving part and fixed yokes. And then, the difference between flux densities in lower and upper gaps creates forces fur the $bi-direction({\pm}z)$ motion. The guide mechanism of this actuator is composed of two circular plates and one shaft. Reducing motions generated by forces except z-motion, these circular plates endow the actuator with high stiffness for fast settling time. And the function of the shaft is to transfer motion to an object. At last, total body has a symmetric structure to be stable on thermal error. The actuator is designed by MAXWELL 2D and ProMECHANICA. The designed actuator is evaluated by 8nm laser doppler vibrometer, dynamic signal analyzer, and simple PID controller.

• 한국수산과학회지
• /
• 제23권3호
• /
• pp.185-191
• /
• 1990

낙동강 하구호의 부영양화와 관련된 인의 순환과정을 구명하기 위해 낙동강 하구호에서 인의 침강과정에 대한 연구를 수행하였다. sediment trap에 포집된 침강성 물질의 침강 플럭스는 중층 및 저층에서 각각 $296g/m^2/d$, $955g/m^2/d$, 침강속도는 1.25m/hr, 3.31m/hr이었고, 인의 침강 플럭스는 중, 저층에서 각각 $0.64g/m^2/d$, $1.97g/m^2/d$, 침강속도는 0.85m/hr, 1.89m/hr이었다. 침강성 물질에 존재하는 POP의 총린에 대한 존재비율은 중층에서 $51.9\%$, 저층에서는 $48.3\%$로 나타났다. 이상의 결과에서 부영양화 모델을 낙동강 하구호에서 적용할 경우 기존의 인의 침강속도 가정치에 대한 보정이 반드시 행해져야 함을 알 수 있다.

• 상하수도학회지
• /
• 제29권2호
• /
• pp.233-241
• /
• 2015

Polytetrafluoroethylene (PTFE) membrane has high resistance to chlorine, which is a great advantages in chemical cleaning to recover water flux during membrane processes in drinking water systems. A humic kaolin water with approximately 4 mg/L of DOC and 10 NTU of turbidity was prepared as a feed water. Coagulation pretreatment with or without settling was applied. The coagulation with settling showed the greatest water production. The reduced flux was effectively recovered by NaOCl cleaning, i.e., 21% recovery by 50 mg/L of NaOCl cleaning and 49% recovery by 500 mg/L NaOCl cleaning. The images of SEM and AFM analyses were corresponded to the water flux variation. However, when the floc was accumulated on the membrane surfaces, the efficiency of NaOCl cleaning was substantially limited. In addition, dynamic contact angle became greater after cleaning, which indicates changes in characteristics of fouling layer such as surface hydrophobicity. Proper cleaning technologies during enhanced backwash using NaOCl would expand application of PTFE membranes in drinking water systems.

• 공업화학
• /
• 제30권1호
• /
• pp.122-131
• /
• 2019

본 연구에서는 하수의 재이용과 농축에 비료를 유도용액으로 하는 정삼투 기술을 적용하였다. 1차 침전지 유입수를 30 min간 정치한 상등액(Sewage-1), 1차 침전지 유출수를 30 min간 정치한 상등액(Sewage-2), 1차 침전지 유출수를 $1{\mu}m$ 카트리지 필터에 의해 여과한 여과액(Sewage-3)의 3종류의 하수를 대상으로 하였다. 유도용액은 삼투압, 용해도 및 pH를 고려하여 $NH_4H_2PO_4$, KCl, $KNO_3$, $NH_4Cl$, $(NH_4)_2HPO_4$, $NH_4NO_3$, $NH_4HCO_3$ 및 $KHCO_3$의 8종류의 유도용액을 사용하였다. Sewage-3를 대상으로 한 경우의 수투과선속은 하수처리장 방류수의 수투과선속과 거의 유사하였으며, Sewage-1와 Sewage-2의 수투과선속에 비해 크게 나타났다. 비역용질선속은 $NH_4H_2PO_4$가 가장 작았으며, 반대로 $NH_4NO_3$가 가장 크게 나타났다. 본 연구에 사용된 유도용액 중에서 $NH_4H_2PO_4$는 비료의 주요 성분인 질소와 인을 포함하고 있을 뿐 아니라 낮은 비역용질선속을 갖고 있어서 하수의 재이용과 농축에서 가장 유용하게 사용될 수 있을 것으로 판단되었다. $NH_4H_2PO_4$를 유도용액으로 사용한 경우, Sewage-3에 대한 24 h 후의 농축인자는 1.72이었다.

• 상하수도학회지
• /
• 제25권2호
• /
• pp.231-240
• /
• 2011

The objectives of this research are to investigate coagulation efficiencies of two coagulants l.e., alum and polyaluminum chloride and to understand effects of the coagulants on membrane fouling in microfiltration. The turbidity of supernatant from alum coagulation was increased with increasing doses whereas the turbidity from PACl coagulation was maintained at the low values. The observed injection volume of PACl for the same removal was approximately 30 percent less than alum, which produced a low sludge volume. The settling velocity of PACl flocs was greater than alum flocs. The results corresponded well with floc size measurements. Flux decline from alum coagulation was significant due in part to small sizes of flocs. At the low dose, alum floc had less specific cake resistance than PACl floc. However, as the dosage was increased, the increases in specific cake resistances of alum was substantial. Alum coagulation pretreatment needs careful operation to reduce membrane fouling by flocs. In general, PACl coagulants were more effective than alum coagulants for pretreatment of membrane processes because PACl showed the better performance in coagulation and membrane fouling.

• Ocean and Polar Research
• /
• 제25권1호
• /
• pp.41-52
• /
• 2003

Sediment trap samples were collected to find out characteristic behaviors of metals in the settling particles by using time-series sediment traps at 678m and 1678m water depths in the Bransfield Strait from December 27th, 1999 to December 26th, 2000. Total mass fluxes at the intermediate water depth (678m water depth) were high in the austral summer and low in the austral winter, whereas at the deep water depth (1678m water depth) they showed high values in both the summer and winter. Total mass fluxes were generally higher in the deep water depth than in the intermediate water depth, which indicates that a substantial amount of sediments are laterally transported by strong currents into the deep basin from the shallow water depths. Aluminium contents also showed large seasonal variations with high values in the winter and low values in the summer. On the contrary, organic carbon contents were high in the summer and low in the winter. Al contents were negatively correlated with organic carbon contents, which may be ascribed that detrital particles are diluted by organic matter produced by phytoplankton in the surface waters. Metals measured in this study exhibited three characteristic behaviors; 1) a positive correlation with Al-Ti, Fe, Mn, V, Co, and Ba, 2) a negative correlation with Al-Cd and Zn, 3) no relationship with Al-Sr, Cu, Cr, Ni. Terrestrial materials may act as a major source fer metals that are positively correlated with Al, and organic matter may be a major source for metals that are negatively correlated with Al. Enrichment factor (EF) of Fe, Mn, Ba, Vi Co, Sr, Cr, and Ni ranged from 0.5 to 1.5, whereas EF of Zn, Cu, and Cd showed much higher values than 1.

• 한국환경보건학회지
• /
• 제30권5호
• /
• pp.410-416
• /
• 2004

The objective of this investigation was to evaluate applicability of precoat filtration that can be substituted for rapid sand filter of conventional water treatment system(CWTS). Precoat filter used in this experiment are candle filter. Element disk of candle are pore size $10{\mu}m(R),\;20{\mu}m(B)$ And diatomaceous earth are cake pore size $3.5{\mu}m$(Standard Super- Cel; A), $7{\mu}m$(Hyflo Super-Cel; B) and $17{\mu}m$(Celite 545RV; C). $2kg/m^2$ diatomaceous earth is used for precoating, it coated candle in $5{\sim}6mm$ thickness. 1. Al adsorption dosages by diatomaceous earth used in experimental we Hyflo Super-Cel 0.843mg/g, Standard Super-Cel 0.782 mg/g and Celite 545RV 0.766 mg/g. 2. Filtrate of precoat filter during 60min are R-C combination 20.7($m^3/m^2$)>B-C 18.3($m^3/m^2$)>B-B 15.0($m^3/m^2$)> R-B 12.9($m^3/m^2$)> R-A 11,093($l/m^2$). 3. Water quality of precoat filter effluent are thus. $KMnO_4$ consumption are $1.10{\sim}2.20mg/l$, removal rate are $30.9{\sim}65.6\%$. They are R-A 1.10(mg/l)(removal rate $65.6\%$). R-C(2.20 mg/l)(removal rate $30.9\%$). 4. $Al^{3+}$ are not detected with all combination, removal rate $100\%$. 5. Considering water quality and flux, continued running time of R-A combination is 7 hr. Accumulated filtrate are $74.4 m^3/m^2$, average flux is $177.2 l/m^2{\cdot}min$. And filtrate per diatomaceous earth 1g are 37.2 l. 6. R-A effluent's water quality are $KMnO_4$ Consumption 1.10(mg/l), DOC 1.161 mg/1, Al 0.0 mg/1, $UV_{254}$ 0.016/cm, Turbidity 0.1(NTU). R-A combination is suitable to precoat filtration for the settling basin effluent treatment.

• 한국수자원학회논문집
• /
• 제47권5호
• /
• pp.483-490
• /
• 2014

활성슬러지 공정의 생물학적 반응조 및 2차 침전지 설계와 관련해서 정상상태 설계식(Ekama et al., 1986; WRC, 1984) 및 1-D flux theory 설계식(Ekama et al., 1997)을 사용하여 슬러지 농도에 따라 두 가지 공정을 일괄적으로 설계하였다. 또한, 슬러지 농도에 따른 생물학적 반응조 및 2차 침전지 크기 변화를 도식화하고, 유입수 성상이나 슬러지 침강성, 환경 및 운전조건 그리고 첨두유량이 각 공정의 크기결정에 미치는 영향을 평가하였다. 먼저유입수의 특성과 관련하여 난분해성 용해성 물질(fs,us)은 반응조 크기 결정에 큰 영향이 없었지만, 난분해성 입자성 물질(fs,up), 무기고형물(fi) 및 유기물 강도(Sti)의 영향은 크게 나타났다. 운전인자인 Sludge Retention Time (SRT)의 경우, 슬러지 생산량과 관련되므로 반응조 크기결정에 역시 큰 영향을 미쳤다. 2차 침전지의 설계요소인 Sludge Volume Index (SVI) 및 첨두유량이 커질수록 2차 침전지에 수리학적 부하가 커지게 되어, 2차 침전지가 크게 설계되어야 했다. 본 설계과정에서는, 온도 변화가 미치는 영향은 작게 나타났다. 대규모 처리장의 경우 반응조 및 2차 침전지 전체 크기 결정과 함께 1개조 크기의 상한선을 설정하여 개수를 산정하였다. 최종적으로 엔지니어는 여러 가지 슬러지 농도에 대하여 반응조 및 2차 침전조의 크기, 개수 및 현장조건을 고려한 건설비용을 반복적으로 계산하게 되면, 최소비용 설계와 함께 최적의 슬러지 농도를 결정하게 된다.

• 대한전기학회:학술대회논문집
• /
• 대한전기학회 1991년도 하계학술대회 논문집
• /
• pp.627-630
• /
• 1991

This study is about vector controlled inverter for high quality elevator drive that is to improve the settling accuracy of elevator car and passenger's comfort in commercial buildings. In this study, an instantaneous space vector control type inverter was used to reduce the torque ripple ant to improve the velocity follow-up. This method calculates Instantaneous actual output torque and flux of induction motor by voltage and current, then compares them with a reference values by a speed regulator. The outputs of comparators select a switching mode, for an optimal voltage vector. Also, this study used IGBT (Insulated Gate Bipolar-Transistor), a high speed switching element, to reduce sound noise level, and DSP (Digital Signal Processor) was used to improve the reliability of the control circuit by fully digitalization.

• 한국해양공학회:학술대회논문집
• /
• 한국해양공학회 2004년도 학술대회지
• /
• pp.133-136
• /
• 2004

In-situ collection experiments were performed to analyze inflowing sedilnents behavior as a basic study of topographical change in Nakdong River Estuary. Sediment rate and bed load flux ranged from 0.0004 to $0.472\;g/cm^2/day\;and\;0.0005\~1.7579\;g/cm^2/day$, respectively. The settling velocity of suspended particulate matter was estimated in tire range of $0.339\~1.010\;cm/sec$, The grain size analysis shows that surface sediments in backside of sandbar and bed load in front of dike have a similar grain size distribution. It is considered that the source of surface sediments in backside of sandbar were flowed in from Nakdong River. In order to verify the characteristics of inflowing sediments behavior, detailed surveys around Nakdong River Estuary need to be carried out, continuously.