본 시험은 노지 재배시 아티초크의 정화뢰(생장점) 제거 처리가 생육 및 수량 특성에 미치는 영향을 구명코자 ‘Green Globe’ 품종을 사용하여 정식 시기를 1차 (2011년 9월 27일), 2차(2012년 3월 29일), 3차(2012년 9월 21일)로 달리하여 정화뢰 제거 유무처리구로 나눠 수행하였다. 1차 정식에서 화뢰특성과 수확화뢰수는 처리간 차이가 없었다. 정화뢰 무제거 처리구에서 화뢰중 이 242.7g으로 제거 처리구 170.8g에 비하여 무거웠다. 수량에서도 정화뢰 무제거 처리구에서 1,249kg/10a으로 정화뢰 게거 처리구 997kg/10a에 비하여 25% 증가되었다. 2차 정식에서는 정화뢰 무제거 처리구와 제거 처리구의 화뢰중은 처리구간 차이가 없었으나 화뢰수에서 정화뢰 무제거 처리구에서 10.8개로 정화뢰 제거 처리구 8.2개에 비하여 증가하였다. 수량은 정화뢰 무제거 처리구에서 2,660kg/10a로 제거 처리구 1,848kg에 비하여 44%가 증가되었다. 3차 정식에서 정화뢰 무제거 처리구에서 화뢰중이 253.5g으로 제거 처리구 218.7g보다 증가 하였다. 수량도 정화뢰 무제거 처리구에서 1,405kg/10a 로 제거 처리구 1,148kg에 비하여 22%가 증가되었다. 이상의 결과 정식 시기를 달리했던 3번의 시험에서 정화뢰 제거 처리구에 비하여 무제거 처리구에서 수량이 증가하였다. 따라서 제주에서 아티초크 노지재배시 정화뢰를 제거하지 않고 재배하는 것이 재배 노력 절감은 물론 증수에도 효과가 있는 것으로 생각되었다.

생육초기에 발생하는 엽소(葉銷)는 본엽과 형태적, 생리적으로 다르며, 품종별로 차이가 있어 엽소(葉銷)를 제거해줌으로써 품종별 생육을 조사하여 엽소(葉銷)의 생리적 역할을 알아 보았다. 초장은 'Gelria'는 6cm로 식재한 경우, 'Jolanda'와 'Dream Land'는 0cm로 식재한 경우, 각각 생육초반에 엽소(葉銷)를 제거함으로써 초장이 작아졌으나 경경(莖經)과 꽃크기는 차이를 보이지 않았다. 개화소요일수(開花所要日數)는 품종에 따라 다른 양상을 보여 4품종 모두 0cm로 식재한 경우 엽소(葉銷) 제거에 의해 차이가 없었으나 6cm로 식재한 경우는 'Gelria'를 제외한 3품종이 단축되었다.

The present work was designed to understand the mechanism of superovuiation and the cause of early embryo loss and Implantation failure in the superovulating immature female rats which were elaborated by a pituitary gland transplantation. A pituitary gland obtained from the orchidectomized rats was transplanted under the right kidney capsule of 28 day old female rats (PGT group) on the starting day of experiment which was designated as Day 2. The grafted pituitary glands were removed at 6h (RPGT 6h group), 12h (RPGT 12hgroup) and 24h (RPGT 24h group) after the transplantation. Control rats were treated with 41U PMSG on Day 2 (PMSG group). The estrous cycle and the levels of plasma progesterone and estradiol-17 were observed on Day 0, Day 5, respectively. The implantation sites, the weights of ovary and uterus, and the number of corpora lutea were examined in all group on Day 8. The resuft obtained were summarized as follows: 1. The percentages of the number of the rats in proestrus and estrus were 93.0%, 82.6%, 0%, 90.7% and 89.5% in PMSG, PGT, RPGT6h, RPGT12h and RPGT24h group, respectively. The synchronization of estrus cycle was dchieved in all groups. 2. The mating rates of each group were 80.2, 75.0, 0, 56.4, 57.8% in PMSG, PGT, RPGT6h, RPGT12h, RPGT24h group, respectively. 3. The numbers of copora lutea on Day 8 were 47.1 i 4.9, 18.1 0.5, 14.1 i 0.3 and 8.9 0.3 in PGT, RPGT24h, RPGTl2h and PMSG group, respectively. There were signIficantly difference between all groups (P<0.05). 4. The numbers of implantation sites (18.1 +- 4.0) in PGT group on Day 8 were higher than those of PMSG (8.5 2.5), RPGT 12h (9.8 i 0.2) and RPGT 24h group (10.8 i 0.2) (P<0.05). 5. The ovarlan weights in PGT (95.2 14.3mgIlOOg BW), RPGT 12h (51.7 0.6mgIlOOg BW), and RPGT24h (57.9 0.9mg/l00g 8W) groups were significantly higher than those of PMSG group (30.4 7.4mg/l00g BW) (P<0.05). 6. The uterine weights in PMSG (672.4 4.7mg/l00g 8W), and PGT (660.7 7.8mg/l00g BW) groupswere greater than those of RPGT 12h (403.0 1.lmg/lOOg BW) and RPGT 24h (490.1 0.9mg/l00g BW) group (P<0.05). 7. The plasma progesterone levels in PGT groups (15 lng/ml) on Day 5 were higher than those of PMSG (83ng/ml), RPGT 12h (S7ng/ml), RPGT24h (8lng/ml) group (P<0.05). 8. The plasma estradiol-17 levels in PMSG group (lBSpg/ml) on Day S were higher than those of RPGT 24h (l3pg/ml) group (P<0.05). But estradiol-17 levels in PGT and RPGT 12h group were too low to discuss.

The purposes of this study were to evaluate the removal characteristics of COD, Ni, and P and to derive appropriate operating conditions for the plating wastewater according to NaOCl reaction time and pH operating conditions in the BPC unit process during the plating wastewater treatment process. As a results of evaluating the removal characteristics for raw wastewater by each BPC unit process, the removal efficiencies of COD, Ni and P in BPC 1-1 unit process were 72.8%, 99.1%, and 100.0%. Therefore, the proper reaction time of NaOCl was derived as 21.1 minutes. In order to maintain the +800 mV ORP and the reaction time of 20 minutes, the temporary injection and continuous injection of NaOCl in the BPC unit process were 13.7 mL and 18.7 mL, respectively. It was found that the temporary injection method of NaOCl reduced the chemical cost by 36.5% compared to the continuous injection method. Also, Ni showed the highest removal efficiency of 97.8% at pH 10.5. On the other hand, P showed a removal efficiency of 57.4% at pH 10.0.

The purpose of this study was to evaluate the effects of different Hydraulic Retention Times (HRTs) on the contaminant removal efficiency using Aerobic Granular Sludge (AGS). A laboratory-scale experiment was performed using a sequencing batch reactor, and the Chemical Oxygen Demand (COD), nitrogen, orthophosphate removal efficiency, AGS/MLSS ratio, and precipitability in accordance with the HRT were evaluated. As a result, the COD removal efficiency was not significantly different with the reduction in HRT, and at a HRT of 6 h, the removal rate was slightly increased owing to the increase in organic loading rate. The nitrogen removal efficiency was improved by injection of influent division at a HRT of 6 h. As the HRT decreased, the MLSS and AGS tended to increase, and the sludge volume index finally decreased to 50 mL/g. In addition, the size of the AGS gradually increased to about 1.0 mm. Therefore, the control of HRT provides favorable conditions for the stable formation of AGS, and is expected to improve the contaminant removal efficiency with the selection of a proper operation strategy.

In this paper, removal time of side form from concrete using OPC(ordinary Portland cement) and FAC(fly ash cement) are proposed by appling logistic model, which evaluates the strength development of concrete with maturity. W/B, types of cement and curing temperatures are adapted as test parameters. The estimation of strength development by logistic model has a good agreement between calculated values and measured ones. As for the removal times of form works suggested in this paper, as W/B increases, curing temperature decreases and fly ash is used, removal time of side form is prolonged. Removal time of form from concrete using OPC suggested in this paper is shorter 2.5～3.5 days than those of KASS-5 (Korean Architectural Standard Specifications-5) in the range of over 20℃. And in the range of 10～20℃removal time of form is shorter than that of KASS-5 by as much as 4~4.5 days. The use of FAC results in an increase in removal time of form compared to that of OPC by about 1 day.