• 핵의학기술
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• 제23권2호
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• pp.51-58
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• 2019

핵의학 체외 검사실 에서는 시약 Lot가 변경될 때, Lot 간의 결과가 신뢰성이 있는지를 판단하기 위해 Lot 간 동등성 검사(comparability test between reagent lots) 또는 시약 병행 검사(reagent parallel test)를 시행하는데, 다수의 국내 검사실에서는 두 lot 간 결과 차이로부터 %difference를 구하여 저농도에서는 20% 이내, 중 고농도에서는 10% 이내로 설정하고 있으며 범위를 벗어 날 경우 재검사 시행으로 범위를 맞추는 실정이다. 따라서 본원의 핵의학 체외 검사실에서 시행되는 몇 가지 검사를 선정하여 parallel test의 결과를 분석해보았고, 검사별 맞춤 %difference 값 선정에 도움 될 만한 참고 자료를 마련해 보고자 하였다. Thyroid-stimulating hormone(TSH), Free thyroxine(FT4), Carcinoembryonic antigen(CEA), CA-125, Prostate-specific antigen(PSA) 그리고 HBs-Ab, insulin, 7종목에 대해 2018 1월부터 2018년 11월까지의 기간 동안의 시약 lot 변화에 따른 정도 관리 물질의 결과를 분석하였다. TSH, F-T4, CEA, CA-125, PSA의 측정에는 IRMA의 원리를 이용한 RIA-MAT 280 system이 사용되었고, Insulin의 측정에는 TECAN 자동화 분주 장비와 GAMMA-10 측정 장비가 사용되었다. HBs-Ab의 측정에는 HAMILTON 자동화 분주 장비와 GAMMA-10 측정 장비가 사용되었다. 각각 전용 시약과 전용 칼리브레이터, 전용 정도 관리 물질이 사용되었다. 1. TSH [%diffrence Max / Mean / Median] (P-value by t-test > 0.05) C-1(저농도) [14.8 / 4.4 / 3.7 / 0.0 ] C-2(중농도) [10.1 / 4.2 / 3.7 / 0.0] 2. FT4 [%diffrence Max / Mean / Median] (P-value by t-test > 0.05) C-1(저농도) [10.0 / 4.2 / 3.9 / 0.0] C-2(고농도) [9.6 / 3.3 / 3.1 / 0.0 ] 3. CA-125 [%diffrence Max / Mean / median] (P-value by t-test > 0.05) C-1(중농도) [9.6 / 4.3 / 4.3 / 0.3] C-2(고농도) [6.5 / 3.5 / 4.3 / 0.4] 4. CEA [%diffrence Max / Mean / median] (P-value by t-test > 0.05) C-1(저농도) [9.8 / 4.2 / 3.0 / 0.0] C-2(중농도) [8.7 / 3.7 / 2.3 / 0.3] 5. PSA [%diffrence Max / Mean / Median] (P-value by t-test > 0.05) C-1(저농도) [15.4 / 7.6 / 8.2 / 0.0] C-2(중농도) [8.8 / 4.5 / 4.8 / 0.9] 6. HBs-Ab [%diffrence Max / Mean / Median] (P-value by t-test > 0.05) C-1(중농도) [9.6 / 3.7 / 2.7 / 0.2] C-2(고농도) [8.9 / 4.1 / 3.6 / 0.3] 7. insulin [%diffrence Max / Mean / Median] (P-value by t-test > 0.05) C-1(중농도) [8.7 / 3.1 / 2.4 / 0.9] C-2(고농도) [8.3 / 3.2 / 1.5 / 0.1] 모두 정도 관리 물질의 lot 변경 시에도 유의미한 차이가 없었으며 표본 수가 늘어남에 따라 검사실과 검사 종목 별 맞춤 허용 기준을 설정할 수 있을 것이라 기대할 수 있었다. 면역 방사 계수 측정법에서 비교적 검출률이 높은 종목들을 선정해서 일 것이라 판단되며 여러 번 재 측정된 결과 값이기 때문일 수도 있겠다. 대부분의 검사 결과에서 허용 기준인 10%에 크게 못 미치는 차이를 보였으며 저농도 target 값을 가진 경우에도 허용 기준인 20%에 가까운 수치를 보이진 않았다. 더 오랜 기간 동안의 관찰과 연구를 통해 평균의 균질화가 이루어진다면 종목 별 검사실 맞춤 허용 기준을 얻을 수 있을 것으로 판단되며 더 다양한 변수를 고려한 관찰과 연구도 필요할 것이다.

• 한국농공학회지
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• 제17권1호
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• pp.3642-3654
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• 1975

The purpose of this thesis is to derive a unit hydrograph which may be applied to the ungaged watershed area from the relations between directly measurable unitgraph properties such as peak discharge(qp), time to peak discharge (Tp), and lag time (Lg) and watershed characteristics such as river length(L) from the given station to the upstream limits of the watershed area in km, river length from station to centroid of gravity of the watershed area in km (Lca), and main stream slope in meter per km (S). Other procedure based on routing a time-area diagram through catchment storage named Instantaneous Unit Hydrograph(IUH). Dimensionless unitgraph also analysed in brief. The basic data (1969 to 1973) used in these studies are 9 recording level gages and rating curves, 41 rain gages and pluviographs, and 40 observed unitgraphs through the 9 sub watersheds in Nak Oong River basin. The results summarized in these studies are as follows; 1. Time in hour from start of rise to peak rate (Tp) generally occured at the position of 0.3Tb (time base of hydrograph) with some indication of higher values for larger watershed. The base flow is comparelatively higher than the other small watershed area. 2. Te losses from rainfall were divided into initial loss and continuing loss. Initial loss may be defined as that portion of storm rainfall which is intercepted by vegetation, held in deppression storage or infiltrated at a high rate early in the storm and continuing loss is defined as the loss which continues at a constant rate throughout the duration of the storm after the initial loss has been satisfied. Tis continuing loss approximates the nearly constant rate of infiltration (${\Phi}$-index method). The loss rate from this analysis was estimated 50 Per cent to the rainfall excess approximately during the surface runoff occured. 3. Stream slope seems approximate, as is usual, to consider the mainstreamonly, not giving any specific consideration to tributary. It is desirable to develop a single measure of slope that is representative of the who1e stream. The mean slope of channel increment in 1 meter per 200 meters and 1 meter per 1400 meters were defined at Gazang and Jindong respectively. It is considered that the slopes are low slightly in the light of other river studies. Flood concentration rate might slightly be low in the Nak Dong river basin. 4. It found that the watershed lag (Lg, hrs) could be expressed by Lg=0.253 (L.Lca)0.4171 The product L.Lca is a measure of the size and shape of the watershed. For the logarithms, the correlation coefficient for Lg was 0.97 which defined that Lg is closely related with the watershed characteristics, L and Lca. 5. Expression for basin might be expected to take form containing theslope as {{{{ { L}_{g }=0.545 {( { L. { L}_{ca } } over { SQRT {s} } ) }^{0.346 } }}}} For the logarithms, the correlation coefficient for Lg was 0.97 which defined that Lg is closely related with the basin characteristics too. It should be needed to take care of analysis which relating to the mean slopes 6. Peak discharge per unit area of unitgraph for standard duration tr, ㎥/sec/$\textrm{km}^2$, was given by qp=10-0.52-0.0184Lg with a indication of lower values for watershed contrary to the higher lag time. For the logarithms, the correlation coefficient qp was 0.998 which defined high sign ificance. The peak discharge of the unitgraph for an area could therefore be expected to take the from Qp=qp. A(㎥/sec). 7. Using the unitgraph parameter Lg, the base length of the unitgraph, in days, was adopted as {{{{ {T}_{b } =0.73+2.073( { { L}_{g } } over {24 } )}}}} with high significant correlation coefficient, 0.92. The constant of the above equation are fixed by the procedure used to separate base flow from direct runoff. 8. The width W75 of the unitgraph at discharge equal to 75 per cent of the peak discharge, in hours and the width W50 at discharge equal to 50 Per cent of the peak discharge in hours, can be estimated from {{{{ { W}_{75 }= { 1.61} over { { q}_{b } ^{1.05 } } }}}} and {{{{ { W}_{50 }= { 2.5} over { { q}_{b } ^{1.05 } } }}}} respectively. This provides supplementary guide for sketching the unitgraph. 9. Above equations define the three factors necessary to construct the unitgraph for duration tr. For the duration tR, the lag is LgR=Lg+0.2(tR-tr) and this modified lag, LgRis used in qp and Tb It the tr happens to be equal to or close to tR, further assume qpR=qp. 10. Triangular hydrograph is a dimensionless unitgraph prepared from the 40 unitgraphs. The equation is shown as {{{{ { q}_{p } = { K.A.Q} over { { T}_{p } } }}}} or {{{{ { q}_{p } = { 0.21A.Q} over { { T}_{p } } }}}} The constant 0.21 is defined to Nak Dong River basin. 11. The base length of the time-area diagram for the IUH routing is {{{{C=0.9 {( { L. { L}_{ca } } over { SQRT { s} } ) }^{1/3 } }}}}. Correlation coefficient for C was 0.983 which defined a high significance. The base length of the T-AD was set to equal the time from the midpoint of rain fall excess to the point of contraflexure. The constant K, derived in this studies is K=8.32+0.0213 {{{{ { L} over { SQRT { s} } }}}} with correlation coefficient, 0.964. 12. In the light of the results analysed in these studies, average errors in the peak discharge of the Synthetic unitgraph, Triangular unitgraph, and IUH were estimated as 2.2, 7.7 and 6.4 per cent respectively to the peak of observed average unitgraph. Each ordinate of the Synthetic unitgraph was approached closely to the observed one.