• 한국식품과학회지
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• 제37권2호
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• pp.189-193
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• 2005

팥 1차, 2차 및 3차 침출액의 조사포닌 함량은 각각 0.82, 1.44 및 1.52mg/g으로서 침출 횟수가 늘어남에 따라 증가하였다. 팥 침출액에 ${\alpha}-amylase$ 처리시 ${\circ}Brix$가 $1.0{\circ}Brix$ 정도 증가하였으며, ${\circ}Brix$의 증가는 효소처리보다 침출 횟수에 의해 더 큰 영향을 받았다. 침출액의 pH는 효소처리에 의해 감소하는 경향을 나타냈으며 3차 침출액에 ${\alpha}-$와 ${\beta}-amylase$를 동시 처리한 경우 pH 4.7로서 대조구(pH 6.2)보다 많이 낮아졌다. 색도의 경우 일반적으로 효소처리에 의해 침출액의 L값이 감소하고 a와 b 값은 모두 증가하는 경향을 보였으며 이는 육안으로 충분히 관찰할 수 있었다. 팥의 3차 침출액을 사용하여 음료 시제품을 제조한 결과 관능적인 면에서 적용이 가능한 것으로 판단되었다.

• 한국습지학회지
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• 제9권1호
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• pp.69-78
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• 2007

Constructed wetlands and other aquatic systems have been successfully used for waste and wastewater treatment in either temperate or tropical regions. To treat waste or wastewater in a sustainable manner, the integrated eco-engineering designs are explained in this paper with 2 case studies: (i) a combination of vertical-flow constructed wetland (CW) with plant irrigation systemfor fecal sludge management and (ii) integrated CW units with landscaping at full-scale application for domestic wastewater treatment. The pilot-scale study of fecal sludge management employed 3 vertical-flow CW units, each with a dimension of $5{\times}5{\times}0.65m$ (width ${\times}$ length ${\times}$ media depth) and planted with cattails (Typha augustifolia). At the solid loading rate of 250 kg total solids (TS)/$m^2.yr$ and a 6-day percolate impoundment, the CW system could achieve chemical oxygen demand (COD), TS and total Kjeldahl nitrogen (TKN) removal efficiencies in the range of 80 - 96%. The accumulated sludge layers of about 80 - 90 cm was found at the CW bed surface after operating the CW units for 7 years, but no clogging problem has been observed. The CW percolate was applied to 16 irrigation Sunflower plant (Helianthus annuus) plots, each with a dimension of $4.5{\times}4.5m$ ($width{\times}length$). In the study, the CW percolate were fed to the treatment plots at the application rate of 7.5 mm/day but the percolate was mixed with tap water at different ratio of 20%, 80% and 100%. Based on a 1-year data of 3-crop plantation were experimented, the contents of Zn, Mn and Cu in soil of the experimental plots were found to increase with increasing in CW percolate ratios. The highest plant biomass yield and oil content of 1,000 kg/ha and 35%, respectively, were obtained from the plots fed with 20% or 50% of the CW percolate, whereas no accumulation of heavy metals in the plant tissues (i.e. leaves, stems and flowers) of the sunflower is found. In addition to the pilot-scale and field experiments, a case study of the integrated CW systems for wastewater treatment at Phi Phi Island (a Tsunami-hit area), Krabi province, Thailand is illustrated. The $5,200-m^2$ CW systems on Phi Phi Island are not only for treatment of $400m^3/day$ wastewater from hotels, households or other domestic activities, but also incorporating public consultation in the design processes, resulting in introducing the aesthetic landscaping as well as reusing of the treated effluent for irrigating green areas on the Island.

• 한국토양비료학회지
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• 제29권4호
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• pp.353-359
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• 1996

돈분(豚糞)에서 유래(由來)한 질소의 토양 중 행동을 구명하고자 사양토와 양토를 공시하여 무저(無低) PVC 포트(직경 20cm, 높이 100cm) 조건에서 토양침투수 채취용 ceramic cup tube를 설치하고 시험을 실시하였다. 가축분은 생돈분과 발효돈분을 공시하여 0, 50, 100톤/ha수준으로 처리하였으며 옥수수재배에 의한 질산태질소 이동에 미치는 요인분석을 위하여 양토(壤土)에 한하여 옥수수를 공시 작물로 재배하면서 나지구(裸地區)와 비교(比較)하였다. 토양깊이 90cm에서 채취한 침투수의 질산태질소 농도는 돈분시용량이 많을수록 증가하였고 토성별(土性別)로는 사양토 보다 양토에서 돈분(豚糞)의 부숙상태별로는 생돈분에 비하여 발효돈분에서 높았다. 옥수수 재배지에서 침투수의 질산태질소 농도는 동일량의 돈분이 처리된 나지구에 비하여 64.6-68.9% 가 감소되었다. 침투수에 양(陽)이온들의 농도는 돈분시용량이 많을수록 증가하였으며 옥수수 재배구에서는 침투수의 양이온 농도가 나지에 비하여 현저히 감소되었다. 침투수(浸透水)에 질산태질소(窒酸態窒素) 농도가 증가할수록 Ca, Mg, Na 농도는 증가하여 이들 양이온들이 돈분유래 질산태질소와 동반용탈(同伴溶脫)되는 경향을 보였다. 침투수(浸透水)의 질산태질소 당량에 대한 양이온들의 당량비는 돈분시용량이 많을수록 증가하였으며 사양토(砂壤土) 양토(壤土) 공히 돈분시용량이 많을수록 심토 중에 질산태질소 농도가 증가되었다.

• Environmental Engineering Research
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• 제19권2호
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• pp.123-130
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• 2014

Percolation is the important process of extracting the soluble constituents of a fine mesh, porous substance by passage of a liquid through it. In this study, bio-wastes were percolated under various conditions through continuous percolation processes, and the energy potential of percolate was evaluated. The representative bio-wastes from the K composting plant in Darmstadt, Germany were used as the sample for percolation. The central objective of this study was to determine the optimal amount of process water and the optimum duration of percolation through the bio-wastes. For economic reasons, the retention time of the percolation medium should be as long as necessary and as short as possible. For the percolation of the bio-wastes, the optimal percolation time was 2 hr and maximum percolation time was 4 hr. After 2 hr, more than two-thirds of the organic substances from the input material were percolated. In the first percolation process, the highest yields of organic substance were achieved. The best percolation of the bio-wastes was achieved when the process water of 2 L for the first percolation procedure and then the process water of 1.5 L for each further percolation procedure for a total 8 L for all five procedures were used on 1,000 g fresh bio-waste. The gas formation potentials of 0.83 and $0.96Nm^3/ton$ fresh matter (FM) were obtained based on the percolate from 1 hr percolation of 1,000 g bio-waste with the process water of 2 L according to the measurement of the gas formation in 21 days (GB21). This method can potentially contribute to reducing fossil fuel consumption and thus combating climate change.

• 한국식품저장유통학회지
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• 제5권3호
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• pp.262-269
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• 1998

한국산 비파엾을 이용하여 식품으로서의 활용도를 높이기 위한 일환으로 비파엽차를 제조하여 그 이화학적 특성을 분석한 결과는 다음과 같다. 비파엽차의 제조 중 일반성분은 2월 중순에 채취한 비파엽의 수분, 조지방 및 회분 함량은 10월에 비해 낮게 나타났으며, 무기성분은 2, 10월 중순에 채취한 비파엽의 경우 4파 볶음에서 각각 칼륨이 39,916.8, 23,950.0 ppm으로 높게 나타났다. ascorbic acid 유리당, 탄닌 및 카페인 함량은 각각 2.33%, 1.01%, 1.63% 및 113mg%로 2월 중순에 비해 10월에 채취한 비파엽 4차 볶음에서 가장 높게 나타났다. 비파엽차 및 그 침출액에 대한 색도는 10월 중순에 채취한 2차 볶음에서는 증가하였으나 4차 볶음의 경우 2월에 채취한 비파엽에 비해 낮게 나타났다. 또한 10월 중순 4차 볶음의 향기성분과 그 침출액에 대한 유리아미노산 함량은 각각 nerolidol과 DL-allohydroxylysine 성분이 가장 높게 나타났다.

• 상하수도학회지
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• 제23권1호
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• pp.23-30
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• 2009

Slow sand filtration (SSF) was the first engineered/mechanical filtration process used in drinking water treatment. In SSF, untreated water slowly percolate through a bed of porous sand. Biological activity within the sand bed have the strongest influence on removal efficiency of pollutants by slow sand filtration. In this study, the microbial population distributions in slow sand filters operated at the various operation conditions was evaluated. The concentrations of $10^4$ to $10^5$ CFU per g dry wt. were observed. No significant differences were seen between the number of filter-covered materials. The data indicate that the temperature has affect on population distribution. Also, the light exposure was influenced on microorganism in slow sand filtration according to the heterotropic plate counts. The role of microorganism within the sand media requires further study.

• Environmental Engineering Research
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• 제7권2호
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• pp.93-101
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• 2002

The seasonal patterns of dissolved organic matter (DOM) in Lake Kasumigaura, a shallow, eutrophic lake, and serveral DOM sources in its catchment area were investigated. DOM was fractionated using three resin adsorbents into classes: aquatic humic substances (AHS=humic acid+fulvic acid), hydrophobic neutrals (HoN), hydrophilic acids (HiA), bases (BaS) and hydrophilic neutrals (HiN). The DOM produced significantly different fraction distributions depending on the origin of sample. AHS and HiA prevailed over AHS in the lake while AHS and HiA existed at almost the same concentration levels in the rivers. AHS seems to be a more dominant component in rever water than lake water. The dominance of organic acids was also observed in the DOM sources: forest stream (FS), plowed field percolate (PFP), domestic sewage (DS) and sewage treatment plant effluent (STPE).

• 한국토양비료학회지
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• 제23권2호
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• pp.114-118
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• 1990

제염(除鹽)에 소요(所要)되는 수량(水量)을 밝히기 위(爲)하여 유리컬림에 담는 염토(鹽土) 100g 중(中) 10g에 석고반량(石膏半量)을 섞어서 최상층(最上層)으로 하고 나머지 반량(半量)을 표면(表面)에 편후(後) 증류수(蒸溜水)로 세척(洗滌)하여 투과수(透過水)와 6단층(段層)으로 절단건조(切斷乾燥)한 토양(土壤)을 분석(分析)하였으며 얻은 결과는 다음과 같다. 1. 염토층(鹽土層)의 1.7배(倍)에 상당(相當)하는 투과수(透過水)로 Na는 제염(除鹽)($Na/{\sqrt{Ca+Mg)}}$ 비(比) = 0.1, $Na/{\sum}Cat$. = $1.64{\pm}0.57%$)되었으나 Mg는 2.0배(倍)의 물로도 제거(除去)되지 못하여 각 층(層)의$(Na+{\sqrt{Mg}})/(K+{\sqrt{Ca}})$비(比)가 한 점(點)으로 수렴(收斂)되지 못하였다. 2. 유리(遊離)NaCl는 염토(鹽土)의 1.4배(倍)의 투과수(透過水)에 거의 다 세탈(洗脫)되었으며, 그 이상(以上)의 투과(透過)로 Mg와 K의 세탈(洗脫)이 많아졌다. 3. 염토일정(鹽土一定)깊이까지를 일정농도(一定濃度)로 제염(除鹽)하는 투과수량(透過水量)의 조견표(早見表)를 제시(提示)하였다.

• 한국환경복원기술학회지
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• 제5권4호
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• pp.1-9
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• 2002

This study is carried out to make the environmentally affinitive porous planting block for revegetation and to make a effective program for greening plans. The summary is shown below. 1. In order to get stronger intensity and distribute proper porosity in the block for planting, the cements mixed with fine soil were used and the finer in soil grains gives the stronger in intensity of the cements. Use of the furnace slag cements instead of the portland cements showed relatively stronger in intensity of the block. The intensity of the block became stronger when the mixed ratio of the cements to soil is 5 : 1, but the pore space ratio was lower. The percolate pH of the portland cements after one month of treatment was 13.1 but the percolate pH of the furnace slag cements was shown lower. To mold proper porous planting blocks, the proper combination of additives such as the dehydrating agent, elastic agent and adhesives into the mixture of cements and soil gives better effectives. 2. After molding the porous planting blocks, it gave a better result when the grains of the filler made of peat moss, upland soil and compound fertilizer were smaller than 2 mm in size. Shaking of the filling materials also gave the better result, but it took more time and cost much more. Therefore, it was better when the filling materials were mixed with water first then flew down for stuffing. 3. It was necessary to cover with soil after seeding or planting on the porous planting blocks. The proper thickness of the soil to help root development and keep moisture is about 3~5 cm. 4. The plants for planting on the porous planting block were required stronger in the growth condition of their roots and their environmental adaptability. The average germination percentage and rate of Platycodon grandiflorum on the porous planting block were 88.8% and 85% accordingly and their rate is very uniform. The germination rates of Dianthus superbus var. longicalycinus and Taraxacum officinale were more than 50%. These grass species, Chelidonium majus var. asiaticum, Lysimachia mauritiana and Scabiosa mansenensis were the suggested biennial grasses in the planting area where exchanging of the seedling or nursery plants was not necessary because their germination rates were 59.3, 45.6 and 40.3% accordingly. Viola kapsanensis, Chrysanthemum sp., Taraxacum sp. and Iris ensata var. spontanea are the grass species that could be used by seeding for greening. However, the germination rate of Solidago virga-aurea var. asiatica, Aster scaber and Lythrum anceps were lower than 10%. The coverage ratio of Ixeris stolonifera is more than 80% after 60 days seeding and the root length of most of species are more than 10 cm except Iris ensata var. spontanea and Platycodon grandiflorum because their root developed thicker than other species.

• Advances in concrete construction
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• 제11권4호
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• pp.285-298
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• 2021

This study focused on experimental evaluation of mechanical properties of pervious concrete mixtures with the aim of achieving higher values of strength while considering the associated costs. The effectiveness of key parameters, including cement content, water to cement ratio (W/C), aggregate to cement ratio (A/C), and sand replacement was statistically analyzed using paired-samples t-test, Taguchi method and one-way ANOVA. Taguchi analysis determined that in general, the role of W/C was more significant in increasing strength, both compressive and flexural, than cement content and A/C. It was found that increase in replacing percent of coarse aggregate with sand could undermine specimens to percolate water, though one-way ANOVA analysis determined statistically significant increases in values of strength of mixtures. Cost analysis revealed that higher strengths did not necessarily correspond to higher costs; in addition, increasing the cement content was not an appropriate scenario to optimize both strength and cost. In order to obtain the optimal values, response surface method (RSM) was carried out. RSM optimization helped to find out that W/C of 0.40, A/C of 4.0, cement content of about 330 kg/m3 and replacing about 12% of coarse aggregate with sand could result in the best values for strength and cost while maintaining adequate permeability.