• Membrane and Water Treatment
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• 제5권4호
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• pp.281-293
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• 2014

The present work aimed to study the decolorization kinetics and characteristics of a selected azo dye under the influence of two key operational parameters including hydraulic retention time (HRT) and solid retention time (SRT). The decolorization efficiency and the two important criteria of k and normalized k (k/MLSS) were evaluated in lab-scale membrane sequencing batch reactors (MSBRs) at various HRTs of 48, 24 and 16 h (with constant SRT) and in addition, at various SRTs of infinity, 40 and 10 d (with constant HRT). According to the obtained results, both zero and first-order kinetics were properly fitted the decolorization profiles of the selected azo dye in all of the applied HRTs and SRTs. Increase of both HRT and SRT positively affected the decolorization efficiency. More MLSS concentrations corresponded to the lower HRTs and the higher SRTs resulted in higher decolorization rate constants (k). However, the effect of reducing the HRT was not compensated by increase of the MLSS concentration in order to reach higher decolorization efficiency. In addition, increase of the decolorization efficiency, as a consequence of the higher MLSS concentrations at longer SRTs, was restrained by decrease of the time-limited decolorization capability of biomass (represented by normalized k). Evaluation of both k and normalized k is suggested in order to have a more precise study on the decolorization kinetics and characteristics.

• 한국토양비료학회지
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• 제43권6호
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• pp.823-827
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• 2010

원토양인 논토양 위에 마사토를 적토(積土)한 토양에 대한 토양수분 특성곡선을 작성해 보고, 이를 추정하는데 가장 널리 활용되고 있는 van Genuchten (VG) 모형과 Brooks-Corey (BC) 모형을 비교평가 해 그 효용성을 판단하기 위해 수행했다. 4개의 층위로 구분되는 측정 대상토양은 표토부터 30 cm 까지는 양질사토, 30~70, 70~120 cm는 사토, 120 cm 이상에서는 사양토로 분석된 토양이다. 토양수분 함량과 토양수분 메트릭 퍼텐셜과의 관계를 나타내는 토양수분 특성곡선 분석에 따르면, 원토양인 120 cm 이상 깊이 토양에서의 수분보유 특성을 제외하고 나머지 세 개 층위 토양에서의 수분 보유 특성은 0~30 cm, 30~70 cm 층위는 비슷하고 70~120 cm 층위는 약간 높은 경향이었다. 상대수분 포화도와 토양수분 메트릭 퍼텐셜의 관계를 표현함에 있어 멱함수 형태인 BC 모형보다는 해석학적 분석방법을 활용한 VG모형이 실측값에 근사한 추정결과를 제공했다. 포화상태의 종점이자 불포화상태의 시발점인 공기유입가 (AEV) 추정에도 측정 한계치 부근의 메트릭 퍼텐셜 값을 나타내는 BC모형보다는 9.5~40 cm (4 kPa)을 보였던 VG모형이 적합했다. 따라서, 인위적으로 원토양 위에 석비레 (마사토)로 적토된 토양에서의 토양수분 특성곡선 작성을 위한 추정모형에 VG모형을 활용하는 것이 바람직할 것이다. 이러한 결과로부터 VG 모형을 수자원량 산정을 위한 SCS (Soil Conservation Service, USDA) CN (Curve Number) 계산 과정에서 토양단면 내의 수분 보유 인자 (retention parameter) 산출을 위한 토양수분함량을 추정하는데 활용하거나 침투모형 (Green-Ampt Mein-Larson)을 설명하기 위한 습윤전선 매트릭 퍼텐셜을 추정하는데 사용할 수 있을 것이다.

• 한국지반공학회논문집
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• 제34권3호
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• pp.5-12
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• 2018

불포화 투수계수 추정을 위하여 부정류 유출 및 흡입시험을 수행하였고 그 결과를 이용하여 역해석을 수행하였다. 부정류 수리특성을 이용하면 함수특성곡선 및 불포화투수계수를 정확하고 효율적으로 구할 수 있다. 본 연구에서 세가지 시료에 대한 실험을 세분화된 모관흡수력에 대하여 실행하고 시간에 따른 함수비의 변화를 정밀하게 측정하였다. 역해석과 실험결과를 비교한 결과, 시간에 따른 유량의 변화를 신뢰성 있게 계산할 수 있었다. 역해석의 해로 구한 함수특성곡선에서는 실험결과와 근사하게 나타났다. 불포화 투수계수곡선에서는 함수특성곡선으로부터 이론적으로 구한 곡선과 비교하였으나 역해석 결과와는 다소 차이를 보였다. 하지만 실험적 및 해석적 기법을 병행하여 획득한 불포화 수리적 거동이 실제거동에 부합된다고 판단된다.

• Journal of the Korean Wood Science and Technology
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• 제24권4호
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• pp.82-86
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• 1996

This study was performed to elucidate the effect of degree of substitution and degree of polymerization of CMC on the rheological characteristics of coating color which is consisted of calcium carbonate as pigment. The results were as follows: 1. It appeared that DP of CMC rather DS has an effect on the low shear viscosity of coating color. 2. According as shear rate increased, the effect of DP and DS on high shear viscosity of coating color decreased. 3. According to increasing DS and DP, the water retention of coating color increased.

• 한국작물학회지
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• 제46권5호
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• pp.352-359
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• 2001

Cookie baking properties and relationships between cookie baking properties and flour characteristics were evaluated for two years, 1997 and 1998, and at two locations, Suwon and Deokso, with Korean winter wheat cultivars and lines. Cookie baking parameters, except for cookie diameter and top grain score, were influenced by locations and years. Chokwang, Suwon 274, Suwon 275, Suwon 277 and Urimil showed larger cookie diameter and excellent top grain score compared to the other Korean winter wheat cultivars and lines. Among the flour characteristics, protein content, damaged starch content, alkaline water retention capacity and flour swelling volume showed high positive correlation coefficients with cookie baking parameters. Friabilin-present lines showed larger cookie diameter, suitable surface structure of cookie and softer snapping force than the friabilin-absent lines.

• 한국방사성폐기물학회:학술대회논문집
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• 한국방사성폐기물학회 2018년도 추계학술논문요약집
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• pp.237-238
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• 2018

• 생태와환경
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• 제54권4호
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• pp.315-326
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• 2021

팔당호에서 청수현상 발생은 지점별로 다른 양상을 보였으며, 발생시기는 3~12월로 연중 발생하는 것으로 나타났고, 주로 3~6월에 발생하였다. 청수기 발생빈도는 팔당댐앞, 경안천수역, 남한강수역, 북한강수역 순으로 나타났다. 청수현상 발생시 주요 요인인 투명도, 동물플랑크톤 현존량, Chl-a와 환경요인 상관분석 결과 수리·수문요인인 강우량, 체류시간은 투명도 및 탁도와 유의한 상관관계를 나타내 강우로 인한 체류시간의 변화가 청수현상을 좌우할 수 있는 것으로 나타났다. 또한 투명도는 청수기를 야기하는 것으로 알려진 동물플랑크톤 중 지각류 현존량 및 점유율과 유의한 상관관계를 나타냈으며, 지각류 현존량 및 점유율은 수온과 유의한 상관관계를 나타내 봄철 수온의 상승에 따른 지각류의 발생이 청수현상 발생을 야기할 수 있는 것으로 나타났다. 이에 따라 수리조건이 정체형 호수와 다른 하천형의 호수에서는 청수현상이 결빙기 이후 봄철뿐만 아니라 동일한 수계 내에서도 지점별 특성에 따라 다르게 나타날 수 있으며, 수체가 안정화될 시에 동물플랑크톤(지각류)의 증가, 식물플랑크톤 현존량 감소, 투명도가 증가하는 청수현상이 조건이 충족될 시 계절에 불문하고 연중 발생할 수 있는 것으로 나타났다.

• 한국물환경학회지
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• 제16권4호
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• pp.523-532
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• 2000

The purpose of this study was to investigate the effects of the hydraulic retention time (HRT) and organic loading rate (OLR) on microbial characteristics and treatment efficiency in sewage treatment using aerated submerged biological filter (ASBF) reactor. This reactor combines biodegradation of organic substrates by fixed biomass with a physical separation of biomass by filtration in a single reactor. Both simulated wastewater and domestic wastewater were used as feed solutions. The experimental conditions were a temperature of 17 to $27^{\circ}C$, a hydraulic retention time of 1 to 9hr, an organic loading rate of 0.47 to $3.84kg\;BOD/m^3{\cdot}day$ in ASBF reactor. This equipment could obtain a stable effluent quality in spite of high variation of influent loading rate. Total biomass concentration. biofilm thickness and biofilm mass increased an exponential function according to the increasing OLR. The relationships between water content and biofilm density were in inverse proportion. The percentage of backwash water to influent flow was almost 9%. The separation efficiency of biomass was the percentage of 91 to 92 in ASBF reactor. The sludge production rates in feed solutions of simulated wastewater and domestic wastewater were 0.14~0.26 kg VSS/kg BODrem, 0.43~0.48 kg VSS/kg BODrem, respectively.

• 한국환경과학회지
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• 제15권11호
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• pp.1045-1052
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• 2006

Stormwater pollution is a major problem in urban areas. Pollutants like heavy metals and harmful chemicals in the runoff can endanger soil and ground water, when they are not sufficiently removed doting infiltration. Strength and infiltration capacity of porous concrete are the major problems that must be considered if permeable pavement system are demanded to be used in a drive way application. In this study, a series of compacted porous concrete mixtures and the system of pavement ate tested for the physical characteristics like compressive strength, flexural strength, unit weight, porosity, water permeability, and the purification capacity of contaminated water. The test results obtained indicate that the strength and infiltration capacity of porous concrete are strongly related to its matrix proportion and compaction energy and providing adequate filter layers underneath pavement surface course is one of the most important design considerations of permeable pavement system for pollution retention purpose.

• 한국물환경학회지
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• 제28권5호
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• pp.686-692
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• 2012

This study illustrates how to design and evaluate a non-point sources management detention pond using SWMM. In particular, special attention is given to the orifice design. In SWMM, orifice properties that need to be defined include its height above the bottom of the storage unit, its type, its geometry and its hydraulic properties. Among the various characteristics of orifice, the orifice hole size which is closely related to hydraulic retention time is focused in this study. Sensitivity analysis of orifice size in annual non-point sources reduction efficiency is carried out. In addition, a methodology which can be used to design a virtual junction in SWMM has been proposed to quantify water quality improvement triggered by the detention pond installation. As a result, it is recommended that a detention outlet should be designed to be about 2 to 3 days of hydraulic retention time.