• 펄프종이기술
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• 제47권4호
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• pp.13-20
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• 2015

Soda-AQ pulp made from sugarcane bagasse (SCB) and oil palm trunk (OPT) were bleached in element chlorine free (ECF) sequence. Bleached SCB and OPT pulp was achieve higher brightness than 85.0% ISO. Viscosity of SCB bleached pulp and OPT bleached pulp were achieved 18-27 cPs and 18-26 cPs. In 7.8% active chlorine dioxide addition, bleached SCB pulp was shown 88.7% ISO brightness and 20.4 cPs viscosity. And bleached OPT pulp was shown 88.5% ISO brightness and 18.8 cPs viscosity with 7.8% active chlorine dioxide addition.

• Journal of the Korean Wood Science and Technology
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• 제44권1호
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• pp.147-155
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• 2016

본 연구는 사탕수수 부산물 펄프를 Element Chlorine Free (ECF) 표백 처리할 때 마지막 과산화수소 표백단계를 추가하여 최종 표백 펄프의 잔류 이산화염소를 제거하고, 총 이산화염소 사용량을 제거하고자 하였다. 특히 과산화수소 표백단계를 효과적으로 사용하기 위한 킬레이트 처리 단계를 반응 조건이 비슷한 이산화염소 표백 단계와 동시 진행하였을 때, 개별적으로 킬레이트 처리를 진행한 표백 펄프의 표백 특성을 비교하였다. 총 이산화염소 사용량이 4.5%(w/w oven dried pulp)일 때 EDTA의 경우 킬레이트를 동시 처리할 때 백색도와 점도는 각각 87.0% ISO와 25.8 cPs로 개별 처리하는 경우 보다 더 높은 표백 특성(86.4% ISO, 25.2 cPs)을 나타냈다. 반면 DTPA를 킬레이트 화합물로 사용하는 경우 동시처리 시(83.9% ISO, 21.9 cPs) 개별처리(86.8% ISO, 25.6 cPs) 보다 표백 특성이 낮은 수준을 나타냈다. 특히 EDTA를 킬레이트 화합물로 사용시 잔류 전이금속(망간 이온, 철 이온) 농도가 개별처리 시 0.65 ppm, 66.74 ppm으로 나타난 반면 동시 처리시 0.52 ppm과 55.68 ppm으로 킬레이트 처리 효과가 향상됨을 확인할 수 있다. DTPA는 동시 처리시 0.71 ppm과 116.88 ppm의 망간 이온, 철 이온 농도가 나타난 반면 개별 처리시 0.56 ppm, 86.17 ppm의 농도로 동시 처리 시 킬레이트 처리 능력이 감소됨을 알 수 있다. 이를 통해 킬레이트 화합물 종류와 처리 방법에 따라 킬레이트 효과의 차이가 나타나며, 효율적인 공정을 위해서는 EDTA를 킬레이트 화합물로 이산화염소 표백단계와 동시 처리하는 것이 표백 효율과 공정효율을 위해 유리한 것으로 나타났다.

• 환경위생공학
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• 제23권2호
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• pp.71-79
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• 2008

We examined 165 unchlorinated natural drinking water samples for the presence of E. coli group resistant to antimicrobial agent and chlorine in nothern Gyeongbuk area in 2007. Among 165 water samples, 21 samples(12.7%) were positive to total coliforms and Six genus, 16 strains of E. coli groups isolated from 16 samples showed resistance against more than one antimicrobial agent such as Ampicillin, Tetracycline and Chloroamphenicol. Among 16 strains, 14 strains resistant to Ampicillin, 9 strains resistant to Tetracycline and one strain resistant to Chloroampenicol. but all 16 strains did not contain any integron gene cassettes, which contribute to the spread of antimicrobial resistance alleles by lateral gene transfer of gene cassettes in a variety of enteric bacteria. The minimal inhibitory concentration(MIC) of 14 strains which showed resistant to Ampicillin was between $12{\mu}g/m{\ell}$ and $32{\mu}g/m{\ell}$, Nine strains resistant to Tetracycline showed between $32{\mu}g/m{\ell}$ and $128{\mu}g/m{\ell}$ and one strain resistant to Chloroampenicol showed $128{\mu}g/m{\ell}$. The chlorine sensitivity of 16 strains isolated from unchlorinated natural water sample did not show any difference among strains by the concentration of initial free chlorine and elapsed time after chlorine treatment. All 16 strains were killed after 1hr. exposure at $0.2mg/m{\ell}$ of free chlorine per liter or 30minutes exposure at $0.4mg/m{\ell}$ of free chlorine per liter.

• 대한환경공학회지
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• 제35권4호
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• pp.276-282
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• 2013

하수재이용수는 부족한 수자원 문제를 해결할 수 있는 대표적인 대안으로 주목받고 있다. 본 연구에서는 하수재이용수의 공급시 유리잔류염소의 수체감소 특성을 온도별(5, 15, $25^{\circ}C$), 초기 주입농도별(1, 2, 4, 6 mg/L)로 살펴보았고 그 결과를 이용하여 최적 염소주입량을 산정하는 방법에 대하여 연구하였다. 하수재이용수는 정수와 비교하여 염소주입시 반응속도가 초기에 매우 빠르게 나타나 기존의 general first-order decay model ($C_t=C_o(e^{-k_bt})$)을 사용하기에 부적합하여 exponential firstorder decay model ($C_t=a+b(e^{-k_bt})$)을 적용한 결과 유리잔류염소의 감소를 더욱 정확하게 예측할 수 있었다($r^2$=0.872~0.988). 수체감소계수를 산출한 결과 초기주입량 1 mg/L, $25^{\circ}C$의 조건에서 653 $day^{-1}$로 가장 크게 나타났고, $5^{\circ}C$, 초기주입량 6 mg/L의 조건에서 3.42 $day^{-1}$로 가장 낮았다. 수체감소계수는 온도가 증가함에 따라 수체감소계수는 증가하는 경향을 나타내었고, 초기 주입농도가 증가함에 따라 수체감소계수는 감소하는 경향을 나타내었다. 적정 초기 염소요구량을 산정하기 위해서 전체 반응기간을 0~30분, 30~5,040분으로 구분한 후, 30~5,040분의 실험결과를 사용한 예측식을 사용함으로써 더욱 정확한 염소주입량 산정을 할 수 있었다. 또한, 온도별로 최적 염소주입량을 산정한 결과 염소주입 후 4시간이 경과한 시점에서 유리잔류염소 0.2 mg/L를 유지하기 위해서는 온도(x)별 초기 염소요구량(y)의 관계를 y = 1.409 + 0.450x와 같이 얻을 수 있었다.

• 한국물환경학회지
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• 제20권2호
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• pp.126-131
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• 2004

This research sought to compare chlorine, chlorine dioxide and ozone as chemical disinfectants of drinking water, with inactivation of total coliform as the indicator. The inactivation of total coliform was tested against several variables, including the dose of disinfectant, contact time, pH, temperature and DOC. A series of batch processes were performed on water samples taken from the outlet of a settling basin in a conventional surface water treatment system that is provided with the raw water drawn from the mid-stream of the Han River. Injection of 1 mg/L of chlorine, chlorine dioxide and ozone resulted in nearly 2.4, 3.0 and 3.9 log inactivation, respectively, of total coliform at 5 min. To achieve 99.9 % the inactivation, the disinfectants were required in concentrations of 1.70, 1.00 and 0.60 mg/L for chlorine, chlorine dioxide and ozone, respectively. Bactericidal effects generally decreased as pH increased in the range of pH 6 to 9. The influence of pH change on the killing effect of chlorine dioxide was not strong, but that on ozone and free chlorine was sensitive. The activation energies of chlorine, chlorine dioxide and ozone were 36,053, 29,822 and 24,906 J/mol for coliforms with inactivation effects being shown in the lowest orders of these.

• 센서학회지
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• 제20권6호
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• pp.368-374
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• 2011

A microfluidic device for real-time monitoring of residual free chlorine and pH in water based on optical absorption is proposed. The device consists of a serpentine micromixer for mixing samples with a reagent, and a photodiode and light emitting diode(LED) for the detection of light absorbance at specific wavelengths, determined for specific reagent combinations. Spectral analyses of the samples mixed with N, N'-diethyl-p-phenylenediamine(DPD) reagent for chlorine determination and bromothymol blue(BTB) for pH measurement are performed, and the wavelengths providing the most useful linear changes in absorbance with chlorine concentration and pH are determined and used to select the combination of LED and photodiode wavelengths for each analyte. In tests using standard solutions, the device is shown to give highly reproducible results, demonstrating the feasibility of the device for the inexpensive and continuous monitoring of water quality parameters with very low reagent consumption.

• 상하수도학회지
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• 제14권1호
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• pp.108-116
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• 2000

Chlorine is widely used as a disinfectant in drinking-water systems throughout the world. Chlorine residual was used as an indicator for prediction of water quality in water distribution systems. The variation of chlorine residual in drinking water distribution systems of Suwon city was simulated using EPANET. EPANET is a computerized simulation model which predicts the dynamic hydraulic and water quality behavior within a water distribution system operating over an extended time period. Sampling and analysis were performed to calibrated the computer model in 1999 (Aug. Summer). Water quality variables used in simulations are temperature, roughness coefficient, pipe diameter, pipe length, water demand, velocity and so on. Extended water residence time affected water quality due to the extended reaction time in some areas. All area showed the higher concentration of chlorine residual than 0.2mg/l(standard). So it can be concluded that any area in Suwon city is not in biological regrowth problem. Rechlorination turned out to be an useful method for uniform concentration of free chlorine residual in distribution system. The cost of disinfectant could be saved remarkably by cutting down the initial chlorine concentration to the level which guarantees minimum concentration (0.2mg/l) throughout the distribution system.

• 한국물환경학회지
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• 제24권1호
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• pp.118-122
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• 2008

Degradations of phenol and chlorinated compounds mixtures were studied with ultrasound of 20 kHz and 0.57, 1.14 W/mL. In presence of carbon tetrachloride (CT), degradation rate of phenol is faster than chloroform (CF), dichloromethane (DCM) and phenol solution. It is due to that CT generates of free chlorine (HOCl and $OCl^-$) from the sonochemical degradation and plays a role of hydrogen atom scavenger. CF and DCM are react with free chlorine, so amount of free chlorine is smaller than CT solution. The degradation rates of chlorinated compounds decreased with co-presence of phenol in the solution due to the distribution ultrasonic energy to both compounds. The measured chloride ion was lower than the theoretical concentration assuming complete degradation. This means not all the contaminants destructed went through complete degradation.

• 상하수도학회지
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• 제33권5호
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• pp.379-388
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• 2019

Chlorination and UV illumination are being widely applied to inactivate a number of pathogenic microbials in the environment. Here, we evaluated the inactivation efficiency of individual and combined treatments of chlorination and UV under various aqueous conditions. UV dosage was required higher in waste water than in phosphate buffer to achieve the similar disinfecting efficiency. Free chlorine generated by electrolysis of waste water was abundant enough to inactivate microbials. Based on these, hybrid system composed of sequential treatment of electrolysis-mediated chlorination and UV treatment was developed under waste water conditions. Compared to individual treatments, hybrid system inactivated bacteria (i.e., E. coli and S. typhimurium) and viruses (i.e., MS-2 bacteriophage, rotavirus, and norovirus) more efficiently. The hybrid system also mitigated the photo re-pair of UV-driven DNA damages of target bacteria. The combined results suggested the hybrid system would achieve high inactivation efficiency and safety on various pathogenic microbials in wastewater.

• 수도
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• 제24권4호통권85호
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• pp.88-96
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• 1997