[목 적] 의료기관의 핵의학 검사실에서 신규검사를 도입하거나 사용하던 시약을 변경하게 되는 경우 절차에 따라 검사의 특성이 분석되고 시약에 대한 평가가 이루어져야 한다. 그러나 요구되어지는 비교실험을 모두 수행하기 위해서는 몇 가지 필요한 조건이 충족되어야 하는데, 첫째 각 검사별로 수행하기에 충분한 검체량이 준비되어야하며, 둘째 비교실험에 적용 가능한 다양한 시약의 공급이 가능해야한다. 충분한 비교실험이 이루어졌다고 하더라도 변경된 시약에 의한 데이터 변동이 전체 환자데이터 변동을 의미하는 것에는 한계가 있으므로 검사실에서 시약이 변경되는 것에 대한 부담이 있다. 이러한 다양한 어려움으로 검사실에서의 시약변경은 제한적으로 이루어지고 있다. 본원에서는 원할한 경쟁 입찰을 도입하기 위하여 검사별로 radioimmunoassay(RIA)시약을 전수조사하고 비교실험을 통해 검사실에서 사용가능한 시약범위를 설정하였다. 이 과정을 공유하고자 하였다. [대상 및 방법] 본원 핵의학 검체 검사실에서 시행하고 있는 검사는 위탁검사를 제외하고 총 20종목이다. 각각의 검사별로 외부정도관리와 기관간 정도관리 결과보고서를 참고로 사용가능한 RIA시약을 전수 조사하였고, 각 시약에 대한 메뉴얼을 확보하였다. 각각의 시약마다 메뉴얼을 확인하여 검사 방법과 incubation시간, 검사 시 필요한 검체량, 시약량 등을 확인하여 본 검사실에서 사용가능한지 여부에 따라 시약 1차 선정을 하였다. 1차 선정된 시약을 100 test기준으로 2 kit씩 공급받아 데이터 상관성시험, 민감도, 회수율, 희석시험을 진행하였고, 비교실험 결과에 따라 시약을 2차 선정하였다. 1, 2차 선정을 통과한 시약을 경쟁 입찰리스트로 제출하였다. 검사 시약을 단수로 지정할 경우에는 1차, 2차 선정 과정에서 얻은 자료로 단수지정 사유서를 작성하였다. [결 과] 각각의 시약마다 매뉴얼을 확인하여 시약 1차 선정에서 제외되는 경우는 각 검사의 현재 Turn Around Time(TAT)보다 길어지는 경우와 검사 시 사용 시약량이 많아 장비사용이 불가능한 경우였다. 1차 선정에서 사용가능한 시약이 1개인 경우는 5종목 squamous cell carcinoma antigen(SCC Ag), 𝛽-human chorionic gonadotropin(𝛽-HCG), vitamin B12, folate, free testosterone 이었고, 2개인 경우는 8종목 (CA19-9, CA125, CA72-4, ferritin, thyroglobulin antibody(TG Ab), microsomal antibody(Mic Ab), thyroid stimulating hormone-receptor-antibody(TSH-R-Ab), calcitonin), 3개인 경우는 5종목(triiodothyronine(T3), Free T3, Free T4, TSH, intact parathyroid hormone(intact PTH)), 4개인 경우는 2종목(carcinoembryonic antigen(CEA), TG)이었다. 2차 최종 선정결과 사용가능한 시약이 3개인 것은 T3, Free T3, Free T4, TSH, CEA, 2개인 것은 TG Ab, Mic Ab, TSH-R-Ab, CA125, CA72-4, intact PTH, calcitonin이었다. 단수 지정된 종목은 ferritin, TG, CA19-9, SCC, 𝛽-HCG, vitamin B12, folate, free testosterone이었다. 2차 선정에서 제외된 사유에는 비교실험을 위한 시약공급이 안된 경우와 데이터 재현성에 문제가 있었던 경우, 데이터 변동에 대한 수용이 불가능하다고 판단되는 경우였다. 비교실험 시 가장 문제가 되는 부분은 검체 수집이었다. 검사건수가 많고 검사 시 필요한 검체량이 적은 경우에는 문제가 되지 않았지만, 검사건수가 적은 경우(월 100건 이하)에는 다양한 농도 검체를 수집하기가 어려웠으며, 한번 검사 시 필요한 검체량이 상대적으로 많은 경우(100 uL이상)에는 회수율시험을 진행하기가 어려웠다. 또한 민감도 측정이나 희석시험을 위한 희석액이나 표준액0 물질이 부족한 경우도 문제점 중의 하나였다. [결 론] 검사시약 변경을 위한 비교실험 시 다양하고 충분한 검체 수집을 위해 적정한 준비기간이 필요하다. 또한 1회 검사 시 필요한 검체량 및 시약량에 따라 비교실험 시 필요한 총 검체량, 시약량 범위를 설정해 놓는다면 비교실험을 진행할 때마다 검체 수집과 실험계획을 세우는 데 부담이 줄어들 것이다.
The objective of this research is to test the feasibility of developing a statewide truck traffic forecasting methodology for Wisconsin by using Origin-Destination surveys, traffic counts, classification counts, and other data that are routinely collected by the Wisconsin Department of Transportation (WisDOT). Development of a feasible model will permit estimation of future truck traffic for every major link in the network. This will provide the basis for improved estimation of future pavement deterioration. Pavement damage rises exponentially as axle weight increases, and trucks are responsible for most of the traffic-induced damage to pavement. Consequently, forecasts of truck traffic are critical to pavement management systems. The pavement Management Decision Supporting System (PMDSS) prepared by WisDOT in May 1990 combines pavement inventory and performance data with a knowledge base consisting of rules for evaluation, problem identification and rehabilitation recommendation. Without a r.easonable truck traffic forecasting methodology, PMDSS is not able to project pavement performance trends in order to make assessment and recommendations in the future years. However, none of WisDOT's existing forecasting methodologies has been designed specifically for predicting truck movements on a statewide highway network. For this research, the Origin-Destination survey data avaiiable from WisDOT, including two stateline areas, one county, and five cities, are analyzed and the zone-to'||'&'||'not;zone truck trip tables are developed. The resulting Origin-Destination Trip Length Frequency (00 TLF) distributions by trip type are applied to the Gravity Model (GM) for comparison with comparable TLFs from the GM. The gravity model is calibrated to obtain friction factor curves for the three trip types, Internal-Internal (I-I), Internal-External (I-E), and External-External (E-E). ~oth "macro-scale" calibration and "micro-scale" calibration are performed. The comparison of the statewide GM TLF with the 00 TLF for the macro-scale calibration does not provide suitable results because the available 00 survey data do not represent an unbiased sample of statewide truck trips. For the "micro-scale" calibration, "partial" GM trip tables that correspond to the 00 survey trip tables are extracted from the full statewide GM trip table. These "partial" GM trip tables are then merged and a partial GM TLF is created. The GM friction factor curves are adjusted until the partial GM TLF matches the 00 TLF. Three friction factor curves, one for each trip type, resulting from the micro-scale calibration produce a reasonable GM truck trip model. A key methodological issue for GM. calibration involves the use of multiple friction factor curves versus a single friction factor curve for each trip type in order to estimate truck trips with reasonable accuracy. A single friction factor curve for each of the three trip types was found to reproduce the 00 TLFs from the calibration data base. Given the very limited trip generation data available for this research, additional refinement of the gravity model using multiple mction factor curves for each trip type was not warranted. In the traditional urban transportation planning studies, the zonal trip productions and attractions and region-wide OD TLFs are available. However, for this research, the information available for the development .of the GM model is limited to Ground Counts (GC) and a limited set ofOD TLFs. The GM is calibrated using the limited OD data, but the OD data are not adequate to obtain good estimates of truck trip productions and attractions .. Consequently, zonal productions and attractions are estimated using zonal population as a first approximation. Then, Selected Link based (SELINK) analyses are used to adjust the productions and attractions and possibly recalibrate the GM. The SELINK adjustment process involves identifying the origins and destinations of all truck trips that are assigned to a specified "selected link" as the result of a standard traffic assignment. A link adjustment factor is computed as the ratio of the actual volume for the link (ground count) to the total assigned volume. This link adjustment factor is then applied to all of the origin and destination zones of the trips using that "selected link". Selected link based analyses are conducted by using both 16 selected links and 32 selected links. The result of SELINK analysis by u~ing 32 selected links provides the least %RMSE in the screenline volume analysis. In addition, the stability of the GM truck estimating model is preserved by using 32 selected links with three SELINK adjustments, that is, the GM remains calibrated despite substantial changes in the input productions and attractions. The coverage of zones provided by 32 selected links is satisfactory. Increasing the number of repetitions beyond four is not reasonable because the stability of GM model in reproducing the OD TLF reaches its limits. The total volume of truck traffic captured by 32 selected links is 107% of total trip productions. But more importantly, ~ELINK adjustment factors for all of the zones can be computed. Evaluation of the travel demand model resulting from the SELINK adjustments is conducted by using screenline volume analysis, functional class and route specific volume analysis, area specific volume analysis, production and attraction analysis, and Vehicle Miles of Travel (VMT) analysis. Screenline volume analysis by using four screenlines with 28 check points are used for evaluation of the adequacy of the overall model. The total trucks crossing the screenlines are compared to the ground count totals. L V/GC ratios of 0.958 by using 32 selected links and 1.001 by using 16 selected links are obtained. The %RM:SE for the four screenlines is inversely proportional to the average ground count totals by screenline .. The magnitude of %RM:SE for the four screenlines resulting from the fourth and last GM run by using 32 and 16 selected links is 22% and 31 % respectively. These results are similar to the overall %RMSE achieved for the 32 and 16 selected links themselves of 19% and 33% respectively. This implies that the SELINICanalysis results are reasonable for all sections of the state.Functional class and route specific volume analysis is possible by using the available 154 classification count check points. The truck traffic crossing the Interstate highways (ISH) with 37 check points, the US highways (USH) with 50 check points, and the State highways (STH) with 67 check points is compared to the actual ground count totals. The magnitude of the overall link volume to ground count ratio by route does not provide any specific pattern of over or underestimate. However, the %R11SE for the ISH shows the least value while that for the STH shows the largest value. This pattern is consistent with the screenline analysis and the overall relationship between %RMSE and ground count volume groups. Area specific volume analysis provides another broad statewide measure of the performance of the overall model. The truck traffic in the North area with 26 check points, the West area with 36 check points, the East area with 29 check points, and the South area with 64 check points are compared to the actual ground count totals. The four areas show similar results. No specific patterns in the L V/GC ratio by area are found. In addition, the %RMSE is computed for each of the four areas. The %RMSEs for the North, West, East, and South areas are 92%, 49%, 27%, and 35% respectively, whereas, the average ground counts are 481, 1383, 1532, and 3154 respectively. As for the screenline and volume range analyses, the %RMSE is inversely related to average link volume. 'The SELINK adjustments of productions and attractions resulted in a very substantial reduction in the total in-state zonal productions and attractions. The initial in-state zonal trip generation model can now be revised with a new trip production's trip rate (total adjusted productions/total population) and a new trip attraction's trip rate. Revised zonal production and attraction adjustment factors can then be developed that only reflect the impact of the SELINK adjustments that cause mcreases or , decreases from the revised zonal estimate of productions and attractions. Analysis of the revised production adjustment factors is conducted by plotting the factors on the state map. The east area of the state including the counties of Brown, Outagamie, Shawano, Wmnebago, Fond du Lac, Marathon shows comparatively large values of the revised adjustment factors. Overall, both small and large values of the revised adjustment factors are scattered around Wisconsin. This suggests that more independent variables beyond just 226; population are needed for the development of the heavy truck trip generation model. More independent variables including zonal employment data (office employees and manufacturing employees) by industry type, zonal private trucks 226; owned and zonal income data which are not available currently should be considered. A plot of frequency distribution of the in-state zones as a function of the revised production and attraction adjustment factors shows the overall " adjustment resulting from the SELINK analysis process. Overall, the revised SELINK adjustments show that the productions for many zones are reduced by, a factor of 0.5 to 0.8 while the productions for ~ relatively few zones are increased by factors from 1.1 to 4 with most of the factors in the 3.0 range. No obvious explanation for the frequency distribution could be found. The revised SELINK adjustments overall appear to be reasonable. The heavy truck VMT analysis is conducted by comparing the 1990 heavy truck VMT that is forecasted by the GM truck forecasting model, 2.975 billions, with the WisDOT computed data. This gives an estimate that is 18.3% less than the WisDOT computation of 3.642 billions of VMT. The WisDOT estimates are based on the sampling the link volumes for USH, 8TH, and CTH. This implies potential error in sampling the average link volume. The WisDOT estimate of heavy truck VMT cannot be tabulated by the three trip types, I-I, I-E ('||'&'||'pound;-I), and E-E. In contrast, the GM forecasting model shows that the proportion ofE-E VMT out of total VMT is 21.24%. In addition, tabulation of heavy truck VMT by route functional class shows that the proportion of truck traffic traversing the freeways and expressways is 76.5%. Only 14.1% of total freeway truck traffic is I-I trips, while 80% of total collector truck traffic is I-I trips. This implies that freeways are traversed mainly by I-E and E-E truck traffic while collectors are used mainly by I-I truck traffic. Other tabulations such as average heavy truck speed by trip type, average travel distance by trip type and the VMT distribution by trip type, route functional class and travel speed are useful information for highway planners to understand the characteristics of statewide heavy truck trip patternS. Heavy truck volumes for the target year 2010 are forecasted by using the GM truck forecasting model. Four scenarios are used. Fo~ better forecasting, ground count- based segment adjustment factors are developed and applied. ISH 90 '||'&'||' 94 and USH 41 are used as example routes. The forecasting results by using the ground count-based segment adjustment factors are satisfactory for long range planning purposes, but additional ground counts would be useful for USH 41. Sensitivity analysis provides estimates of the impacts of the alternative growth rates including information about changes in the trip types using key routes. The network'||'&'||'not;based GMcan easily model scenarios with different rates of growth in rural versus . . urban areas, small versus large cities, and in-state zones versus external stations. cities, and in-state zones versus external stations.
The wall shear stress in the vicinity of end-to end anastomoses under steady flow conditions was measured using a flush-mounted hot-film anemometer(FMHFA) probe. The experimental measurements were in good agreement with numerical results except in flow with low Reynolds numbers. The wall shear stress increased proximal to the anastomosis in flow from the Penrose tubing (simulating an artery) to the PTFE: graft. In flow from the PTFE graft to the Penrose tubing, low wall shear stress was observed distal to the anastomosis. Abnormal distributions of wall shear stress in the vicinity of the anastomosis, resulting from the compliance mismatch between the graft and the host artery, might be an important factor of ANFH formation and the graft failure. The present study suggests a correlation between regions of the low wall shear stress and the development of anastomotic neointimal fibrous hyperplasia(ANPH) in end-to-end anastomoses. 30523 T00401030523 ^x Air pressure decay(APD) rate and ultrafiltration rate(UFR) tests were performed on new and saline rinsed dialyzers as well as those roused in patients several times. C-DAK 4000 (Cordis Dow) and CF IS-11 (Baxter Travenol) reused dialyzers obtained from the dialysis clinic were used in the present study. The new dialyzers exhibited a relatively flat APD, whereas saline rinsed and reused dialyzers showed considerable amount of decay. C-DAH dialyzers had a larger APD(11.70
The wall shear stress in the vicinity of end-to end anastomoses under steady flow conditions was measured using a flush-mounted hot-film anemometer(FMHFA) probe. The experimental measurements were in good agreement with numerical results except in flow with low Reynolds numbers. The wall shear stress increased proximal to the anastomosis in flow from the Penrose tubing (simulating an artery) to the PTFE: graft. In flow from the PTFE graft to the Penrose tubing, low wall shear stress was observed distal to the anastomosis. Abnormal distributions of wall shear stress in the vicinity of the anastomosis, resulting from the compliance mismatch between the graft and the host artery, might be an important factor of ANFH formation and the graft failure. The present study suggests a correlation between regions of the low wall shear stress and the development of anastomotic neointimal fibrous hyperplasia(ANPH) in end-to-end anastomoses. 30523 T00401030523 ^x Air pressure decay(APD) rate and ultrafiltration rate(UFR) tests were performed on new and saline rinsed dialyzers as well as those roused in patients several times. C-DAK 4000 (Cordis Dow) and CF IS-11 (Baxter Travenol) reused dialyzers obtained from the dialysis clinic were used in the present study. The new dialyzers exhibited a relatively flat APD, whereas saline rinsed and reused dialyzers showed considerable amount of decay. C-DAH dialyzers had a larger APD(11.70
토지국유원칙(土地國有原則)을 표방(標榜)하고 "공사(公私) 공리(共利)"를 기본원칙(基本原則)으로 하고 있었던 고려조(高麗朝)의 시전과제도(柴田科制度)도 집권력(執權力)의 약화(弱化)로 인(因)하여 조만간(早晩間), 붕괴(崩壞)되고 말았던 것이나 임지제도(林地制度)에 있어서는 분묘설정(墳墓設定)의 자유(自由)와 개간장려(開墾奬勵)를 이용(利用)한 삼림(森林)의 광점(廣占) 및 전시과제도(田柴科制度)로 인(因)한 시지(柴地)의 수조권위양(收租權委讓)으로 유래(由來)된 사적수조권(私的洙組權)이 결부(結付)된 삼림(森林)의 사점현상등(私占現象等)이 점차(漸次) 발전(發展)하여 고려중기(高麗中期)의 국정해지기이후(國政解地期以後)에는 대부분(大部分)의 삼림(森林)이 권력층(權力層)의 사점지(私占地)로 화(化)하여 왔었다. 고려조(高麗朝)의 모든 제도(制度)를 그대로 계승(繼承)한 이조(李朝)는 건국후(建國後) 국가소용(國家所用)의 삼림확보(森林確保)를 위(爲)한 삼림수용(森林收用)의 제도확립(制度確立)이 긴요(緊要)하였음으로 전국(全國)의 삼림(森林)을 국가권력(國家權力)에 의(依)하여 공수(公收)하고 국가(國家)와 궁실소용이외(宮室所用以外)의 모든 삼림(森林)은 사점(私占)을 금(禁)한다는 "시장사점금지(柴場私占禁止)"의 제도(制度)를 법제화(法制化)하였고 도성주변(都城周邊)의 사산(四山)을 금산(禁山)으로 함과 아울러 우량(優良)한 임상(林相)의 천연림(天然林)을 택(擇)하여 전조선용재(戰漕船用材)와 궁실용재(宮室用材)의 확보(確保)를 위(爲)한 외방금산(外方禁山)으로 정(定)하고 그 금양(禁養)을 위(爲)하여 산직(山直)을 배치(配置)하였다. 그리고 연병(練兵)과 국왕(國王)의 수렵(狩獵)을 위(爲)한 강무장(講武場)과 관용시장(官用柴場), 능원부속림(陵園附屬林)의 금벌(禁伐), 금화(禁火)를 제정(制定) 등(等) 필요(必要)에 따라 수시(隨時)로 삼림(森林)을 수용(收用)하였으나 고려조이래(高麗朝以來)로 권력층(權力層)에 의(依)하여 사점(私占)되어온 삼림(森林)을 왕권(王權)으로 모두 공수(公收)하지는 못하였던 것이다. 이조초기(李朝初期)에 있어서의 집권층(執權層)은 그 대부분(大部分)이 고려조(高麗朝)에서의 권력층(權力層)이었던것 임으로 그들은 이미 전조시대(前朝時代)로부터 많은 사점림(私占林)을 보유(保有)하고 있었던 것이고 따라서 그들이 권력(權力)을 장악(掌握)하고 있는 한(限) 사점림(私占林)을 공수(公收)한다는 것은 어려운 일이었으며 그들은 오히려 권력(權力)을 이용(利用)하여 사점림(私占林)을 확대(擴大)하고 있었던 것이다. 또 왕자(王子)들도 묘지(墓地)를 빙자(憑藉)하여 주(主)로 도성주변(都城周邊)의 삼림(森林)을 광점(廣占)하고 있던 터에 성종(成宗)의 대(代) 이후(以後)로는 왕자신(王自身)이 금령(禁令)을 어기면서 왕자(王子)에게 삼림(森林)을 사급(賜給)하였음으로 16세기말(世紀末)에는 원도지방(遠道地方)에 까지 왕자(王子)들의 삼림사점(森林私占)이 확대(擴大)되었고 이에 편승(便乘)한 권신(權臣)들의 삼림사점(森林私占)도 전국(全國)으로 파급(波及)하였다. 임진왜란후(壬辰倭亂後)에 시작(始作)된 왕자(王子)에 대(對)한 시장절급(柴場折給)은 삼림(森林)의 상속(相續)과 매매(賣買)를 합법화(合法化)시켰고 이로 인(因)하여 봉건제하(封建制下)에서의 사유림(私有林)을 발생(發生)시키게 된 것이다. 그리하여 권신(權臣)들도 합법적(合法的)으로 삼림(森林)을 사점(私占)하게 되었고 따라서 이조시대(李朝時代) 임지제도(林地制度)의 기본(基本)이었던 시장사점금지(柴場私占禁止)의 제도(制度)는 건국초(建國初)로부터 실행(實行)된 일이 없었으며 오로지 국가(國家)의 삼림수용(森林收用)을 합법화(合法化)시키는 의제(擬制)에 불과(不過)하였던 것이다. 금산(禁山)은 그 이용(利用)과 관리제도(管理制度)의 불비(不備)로 인(因)하여 산하주민(山下住民)들의 염오(厭惡)의 대상(對象)이 되었음으로 주민(住民)들의 고의적(故意的)인 금산(禁山)의 파괴(破壞)는 처음부터 심(甚)하였고 이로 인(因)하여 국가(國家)에서는 용재림확보(用材林確保)를 위(爲)한 금산(禁山)의 증설(增設)을 거듭하였으나 관리제도(管理制度)의 개선(改善)이 수반(隨伴)되지 않았음으로 금산(禁山)의 황폐(荒廢)는 더욱 증대(增大)되었다. 영조(英祖)는 정국(政局)을 안정(安定)시키기 위(爲)하여 경국대전이후(經國大典以後) 남발(濫發)된 교령(敎令)과 법령(法令)을 정비(整備)하여 속대전(續大典)을 편찬(編纂)하고 삼림법령(森林法令)을 정비(整備)하여 도성주변(都城周邊)의 금산(禁山)과 각도(各道) 금산(禁山)의 명칭대신(名稱代身) 서기(西紀) 1699년(年) 이후(以後) 개칭(改稱)하여온 봉산(封山)의 금양(禁養)을 강화(强化)시키는 한편 사양산(私養山)의 권한(權限)을 인정(認定)하는 등(等) 적극적(積極的)인 육림정책(育林政策)을 퍼려하였으나 계속적(繼續的)인 권력층(權力層)의 삼림사점광대(森林私占廣大)는 농민(農民)들로부터 삼림(森林)을 탈취(奪取)하였고 농민(農民)들 이 삼림(森林)을 상실(喪失)함으로써 국가(國家)의 육림장려등(育林奬勵策)은 효과(効果)를 나타내지 못하였던 것이다. 임진왜란후(壬辰倭亂後)의 국정해이(國定解弛)로 인(因)한 묘지광점(墓地廣占), 왕자(王子)에 대(對)한 삼림(森林)의 절급(折給) 권세층(權勢層)에 대(對)한 산림사점(森林私占)은 인허(認許)하는 입안문서(立案文書)의 발행등(發行等)으로 법전상(法典上)의 삼임사점금지조항(森林私占禁止條項)은 사문화(死文化)되었고 이조말기(李朝末期)에 있어서는 사양산(私養山)의 강탈(强奪)도 빈발(頻發)하고 있음을 볼수 있다. 이와 같이 이조시대(李朝時代)의 시장사점금지조항(柴場私占禁止條項)은 오로지 농민(農民)에게만 적용(適用)되는 규정(規定)에 불과(不過)하였고 이로 인(因)하여 농민(農民)들의 육림의욕(育林意慾)은 상실(喪失)되었으며 약탈적(掠奪的)인 삼림(森林)의 채취이용(採取利用)은은 금산(禁山), 봉산(封山) 및 사양산(私養山)을 막론(莫論)하고 황폐(荒廢)시키는 결과(結果)를 자아냈으며 권력층(權力層)의 삼림점탈(森林占奪)에 대항(對抗)한 송계(松契)의 활동(活動)으로 일부(一部) 공산(公山)이 농민(農民)의 입회지(入會地)로서 보존(保存)되어왔다. 그럼에도 불구(不拘)하고 일제(日帝)는 이조말기(李朝末期)의 삼림(森林) 거의 무주공산(無主公山)이 었던것처럼, 이미 사문화(死文化)된 삼림사점금지조항(森林私占禁止條項)을 활용(活用)함으로써, 국가림(國有林)으로 수탈(收奪)한후(後) 식민정책(植民政策)에 이용(利用)하였던 것이나, 실제(實際)에 있어서 이조시대(李朝時代)의 삼림(森林)은 금산(禁山), 봉산(封山), 능원부속림등(陸園附屬林等)의 관금지(官禁地)와 오지름(奧地林)을 제외(除外)하고는 대부분(大部分)의 임지(林地)가 권세층(權勢層)의 사유(私有) 내지(乃至)는 사점하(私占下)에 있었던 것이다.