• 한국산림과학회지
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• 제99권1호
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• pp.9-15
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• 2010

본 연구는 인도네시아 칼리만탄 지역의 유칼립투스 및 아카시아 조림지에 대해 임분수확표를 조제하고 이를 토대로 이용가능한 목재생산량을 추정하기 위해 수행되었다. 임분수확표 조제를 위한 생장모델로는 직경급 모델인 Weibull 확률밀도함수를 적용하였으며, 지위별 임령별 임목생장량을 추정하기 위하여 모수 추정, 복구, 예측의 단계를 거쳐 임분 생장식을 도출하였다. 각 단계별로 흉고직경, 수고, 흉고단면적, 최소 및 최대직경 등에 대한 생장식들이 도출되는데, 도출된 각각의 생장식들에 대해서 적합성지수를 산출한 결과, 유칼립투스 조림지의 경우에는 65~89%의 적합성을 보였으며, 아카시아 조림지의 경우에는 72~95%의 적합성을 보여 대체로 높은 적합성을 보이는 것으로 나타났다. 이러한 결과를 토대로 두 수종의 임분수확표를 조제하였으며, 조제된 수확표를 이용하여 지위 '중' 인 10년생 임분의 수확량을 추정하였다. 그 결과 최고 연년 생장량에서 유칼립투스는 21.25 $m^3$/ha, 아카시아는 27.5 $m^3$/ha로 나타나, 아카시아 조림지의 연년 생장량이 더 높은 것으로 나타났다. 이용가능한 목재생산량의 산출을 위해서, 벌채 된 임목의 재장을 2.7 m로 먼저 절동하고 남은 부분은 1.5 m로 절동하는 것으로 가정하여 추정한 결과, 유칼립투스 조림지의 경우에는 총 203.2 $m^3$/ha 중 68.0 $m^3$/ha(33%)가 이용가능 한 것으로 나타났으며, 아카시아 조림지의 경우에는 총 232.9 $m^3$/ha 중 96.7 $m^3$/ha(42%)가 이용가능한 것으로 나타났다. 본 연구결과는 유칼립투스와 아카시아의 생장에 대한 정보를 제공함으로써 상업적 조림이나 탄소배출권 확보를 위한 해외조림을 시행하거나 준비 중에 있는 사업자에게 유용한 자료를 제공할 수 있을 것으로 판단된다.

• 대한교통학회지
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• 제32권4호
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• pp.380-388
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• 2014

연평균 일교통량(AADT)은 도로를 계획하고 설계하는데 있어 매우 중요한 기초자료로 활용된다. 상시 교통량 조사 자료는 연간 일교통량이 수집되어 AADT를 구할 수 있지만, 단기 교통량 조사(short-term traffic counts)의 경우 특정 기간에만 조사되므로 AADT를 추정하여야 한다. 본 연구에서는 교통량 자료가 시공간적 특성을 동시에 지닌다는 점에 착안하여 공간통계방법을 이용하여 AADT를 추정하였다. 공간통계모형 중 보편적으로 이용되는 크리깅 모형을 적용하였으며, 여러 가지 크리깅 모형을 비교분석하였다. 또한 사회경제지표를 반영하여 AADT 추정 정확도를 높이는 방법에 대하여 알아보았다. 모형의 비교평가를 위하여 일반국도 상시조사 자료를 이용하여 제안된 모형의 AADT 추정오차를 분석하고, 적용된 다양한 크리깅 모형의 성능을 비교하였다. 이러한 연구결과는 AADT 추정 정확도를 향상시킴으로써 적정 수준의 교통시설 공급과 서비스 수준 향상에 기여할 것으로 기대된다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2005년도 학술발표회 논문집
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• pp.1199-1203
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• 2005

Combined sewer overflows(CSOs) are themselves a significant source of water pollution. Therefore, the control of urban drainage for CSOs reduction and receiving water quality protection is needed. Examples in combined sewer systems include downstream storage facilities that detain runoff during periods of high flow and allow the detained water to be conveyed by an interceptor sewer to a centralized treatment plant during periods of low flow. The design of such facilities as stormwater detention storage is highly dependant on the temporal variability of storage capacity available(which is influenced by the duration of interevent dry periods) as well as the infiltration capacity of soil and recovery of depression storage. As a result, a contiunous approach is required to adequately size such facilities. This study for the continuous long-term analysis of urban dranage system used analytical Probabilistic model based on derived probability distribution theory. As an alternative to the modeling of urban drainage system for planning or screening level analysis of runoff control alternatives, this model have evolved that offer much ease and flexibility in terms of computation while considering long-term meteorology. This study presented rainfall and runoff characteristics or the subject area using analytical Probabilistic model. Runoff characteristics manifasted the unique characteristics of the subject area with the infiltration capacity of soil and recovery of depression storage and was examined appropriately by sensitivity analysis. This study presented the average annual COSs and number of COSs when the interceptor capacity is in the range 3xDWF(dry weather flow). Also, calculated the average annual mass of pollutant lost in CSOs using Event Mean Concentration. Finally, this study presented a dicision of storage volume for CSOs reduction and water quality protection.

• 한국대기환경학회지
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• 제5권1호
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• pp.68-78
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• 1989

The heavy metal of suspended particulates with human health has long been studied in environmental interest concerned. This study was intended to identify harmful heavy metals of the ambient air borne dusts which were related with the respirable sizes in the aerodynamics. Two sampling sites were selected comparatively; one was in the Shinchon area, which is the commercial district with heavy traffic and the other site was in the Bulgwang area which is residential area. The supended particulates were sampled by high volume air sample with 6 cascade impactor stages. The heavy metals in terms of As, Cd, Cr, Cu, Fe, Hg, Mn, Ni, Pb, Se, V and Zn were determined by stomic absorption spectrometry or inductively coupled plasma emission spectrometry. The samples weretaken bimothly for seven consecutive days from May 1987 to March 1988. The annual average concentration of the respirable suspended dust of which diameter is less than 10$\mum$ was 152.59 $\mug/m^3$ of the Shinchon air samples; the respirable dust was equivalent to approximately 85% of the total suspended particulates. The annual average concentration of the respirable suspended dust of the Bulgwang air samples was 112.56 $\mug/m^3$; that was approximately 86% of the total suspended particulates. The concentration of heavy metals was investigated in relation to the particle size. The concentration of Cr, Fe, Mn and V were tended to be much more in the coarse particles than in the fine particles. Cd and Pb in the fine particles were more than in the coarse particles. In the partial correlation coefficients; in the Shinchon area, high correlations among Fe, Se and Mn were determined; it is assumed that those sources would be originated from coal, gasolineand diesel. In Bulgwang area, would be high correlation among Fe, Se, Hg and Mn considered to be originated from coal, Bunker-C and heavy oil as well. From the above results, the hazardous heavy merals in air should be measured and controlled in originally their sources.

• 한국농공학회논문집
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• 제50권2호
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• pp.65-71
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• 2008

A monsoon season monitoring data from June to September, 2005 of a small forested watershed located at the upstream of the North Han River system in Korea was conducted to analyze the flow variations, the NPS pollutant concentrations, and the pollution load characteristics with respect to sampling frequencies. During the 4-month period, 1,423 mm or 79.2% of annual rainfall(1,797 mm) were occurred and more than 77%, 54% and 68% of annual T-N, $NO_3$-N and T-P loads discharged. Flow rate was continuously measured with automatic velocity and water level meters and 58 water quality samples were taken and analyzed. It was analyzed that the flow volume by random measurement varied very widely and ranged from 79% to 218% of that of continuous measurement. It was recommended that flow measurement of small forested watersheds should be continuously measured with automated flow meters to precisely measure flow rates. Flow-weighted mean concentrations of T-N, $NO_3$-N and T-P during the period were 2.114 mg/L, 0.836 mg/L, and 0.136 mg/L, respectively. T-N, $NO_3$-N and T-P loads were sensitive to the number of samples. And it was analyzed that in order to measure the pollution load within the error of 10% to the true load, the rate of sampling frequency should be higher than 89.7% of the sample numbers that were required to compute the true pollution load. If it is compared to selected foreign research results, about 10 water samples for each rainfall event were needed to compute the pollution load within 10% error. It is unlikely in Korea and recommended that thorough NPS pollution monitoring studies are required to develop the standard monitoring procedures for reliable NPS pollution quantification.

• 한국산림과학회지
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• 제17권1호
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• pp.23-28
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• 1973

본시험(本試驗)은 리기다소나무 임분(林分)의 재적성장량(材積成長量)을 추정(推定)하기 위(爲)하여 예비적(豫備的)으로 직경성장량(直徑成長量)을 추정(推定)한 것이다. 표준목(標準木) 223본(本)중 기각목(棄却木)은 전체(全體) 본수(本數)의 약(約) 5%인 12본(本)으로 대체적으로 일률적(一律的)인 성장(成長)을 하고있으며 기각목(棄却木)은 병충해목(病蟲害木)이 이에 속(屬)하고 있으며 임상별(林相別)로 기(旣) 조사발표(調査發表)된 것과 비교(比較)할 때에 단일수종(單一樹種)인 리기다소나무 임분(林分)의 성장(成長)이 가장 좋았다. 직경(x)과 직경성장량(y)과의 관계(關係)를 보면 다음과 같다. y=0.1618+0.0298x 단(但) r=0.9886이다. 리기다소나무 16년생임분(年生林分)의 D.B.H와 평균연년(平均連年) 직경성장량(直徑成長量)의 최소(最少), 평균(平均) 및 최대치(最大値)는 다음과 같다.

• Environmental Engineering Research
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• 제18권2호
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• pp.85-90
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• 2013

This study is an attempt to quantify rainwater utilization and miscellaneous water demand in Tokyo's 23 special wards, the core of the urban area in Tokyo, Japan, in order to elucidate the potential of further rainwater utilization. The rainwater utilization for miscellaneous appropriate water demands, including toilet flushing, air conditioning, and garden irrigation, were calculated for six different types of building: residential house, office, department store, supermarket, restaurant, and accommodation. Miscellaneous water demands in these different types of building were expressed in terms of equivalent rainfall of 767, 1,133, 3,318, 1,887, 16,574, and 2,227 (mm/yr), respectively, compared with 1,528 mm of Tokyo's average annual precipitation. Building types, numbers and its height were considered in this study area using geographic information system data to quantify miscellaneous water demands and the amount of rainwater utilization in each ward. Area precipitation-demand ratio was used to measure rainwater utilization potential for miscellaneous water demands. Office and commercial areas, such as Chiyoda ward, showed rainwater utilization potentials of <0.3, which was relatively low compared to those wards where many residential houses are located. This is attributed to the relatively high miscellaneous water demand. In light of rainwater utilization based on building level, the introduction of rainwater storage mechanisms with a storage depth of 50 mm for six different types of buildings was considered, and calculated as rainfall of 573, 679, 819, 766, 930, and 787 (mm), respectively. Total rainwater utilization using such storage facilities in each building from 23 wards resulted in the retention of 102,760,000 $m^3$ of water for use in miscellaneous applications annually, and this volume corresponded to 26.3% of annual miscellaneous water demand.

• 한국농공학회논문집
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• 제47권6호
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• pp.83-92
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• 2005

Natural environment of the Wolgokri stream watershed, located in Chuncheon, Gangwon province, Korea, has been well preserved as a traditional agricultural watershed. To analyze characteristics of NPS pollution generated from an mountainous agricultural watershed, the flow and water qualities of the study watershed were monitored and were analyzed to estimate pollution loads. Annual runoff volume ratio was $70.4\%$. Concentrations of T-N, T-p, COD, and TOC were higher when monthly rainfall was between $0\~30mm$ than those when monthly rainfall was between $30\~70mm$. However, the concentrations varied considerably when monthly rainfall was higher than 100mm. The flow weighted mean concentrations(mg/L) of BOD, COD, TOC, $NO_3-N$, T-N, T-P and SS were 1.96, 2.72, 3.32, 1.41, 4.70, 0.187 and 13.36, respectively. The BOD, SS, T-N and T-P loads of July, 2004 were $48\%,\;17\%,\;51\%\;and\;32\%$ of annual load, respectively. The BOD, COD, TOC, $NO_3-N$, T-N, T-p, and SS loads (kg/ha) from Mar. 2004 to Apr. 2005 were 19.09, 26.55, 32.39, 13.85, 45.92, 1.887 and 130.18, respectively. The highest concentrations of BOD, NO3-N, T-N, T-p, SS, COD and TOC were found before the flow reached the peak runoff, possibly due to the first flushing effect. Generally, pollution loads of the Wolgokri watershed were not that significant. Phosphorus load, however, was higher enough to cause eutrophication in the receiving water body It was recommended that best management practices need to be implemented to reduce phosphorus sources.

• 한국물환경학회지
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• 제23권4호
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• pp.490-497
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• 2007

A Combined sewer overflows (CSOs) are themselves a significant source of water pollution. Therefore, the control of urban drainage for CSOs reduction and receiving water quality protection is needed. Examples in combined sewer systems include downstream storage facilities that detain runoff during periods of high flow and allow the detained water to be conveyed by an interceptor sewer to a centralized treatment plant during periods of low flow. The design of such facilities as stormwater detention storage is highly dependant on the temporal variability of storage capacity available (which is influenced by the duration of interevent dry periods) as well as the infiltration capacity of soil and recovery of depression storage. As a result, a continuous approach is required to adequately size such facilities. This study for the continuous long-term analysis of urban drainage system used analytical probabilistic model based on derived probability distribution theory. As an alternative to the modeling of urban drainage system for planning or screening level analysis of runoff control alternatives, this model have evolved that offer much ease and flexibility in terms of computation while considering long-term meteorology. This study presented rainfall and runoff characteristics of the subject area using analytical probabilistic model. This study presented the average annual COSs and number of COSs when the interceptor capacity is in the range $3{\times}DWF$ (dry weather flow). Also, calculated the average annual mass of pollutant lost in CSOs using Event Mean Concentration. Finally, this study presented a decision of storage volume for CSOs reduction and water quality protection.

• 한국기후변화학회지
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• 제9권1호
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• pp.47-58
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• 2018

In this study, we evaluated the uncertainty in the process of selecting GCM and downscaling method for assessing the impact of climate change, and influence of user-centered climate change information on reproducibility of Chungju Dam inflow was analyzed. First, we selected the top 16 GCMs through the evaluation of spatio-temporal reproducibility of 29 raw GCMs using 30-year average of 10-day precipitation without any bias-correction. The climate extreme indices including annual total precipitation and annual maximum 1-day precipitation were selected as the relevant indices to the dam inflow. The Simple Quantile Mapping (SQM) downscaling method was selected through the evaluation of reproducibility of selected indices and spatial correlation among weather stations. SWAT simulation results for the past 30 years period by considering limitations in weather input showed the satisfactory results with monthly model efficiency of 0.92. The error in average dam inflow according to selection of GCMs and downscaling method showed the bests result when 16 GCMs selected raw GCM analysi were used. It was found that selection of downscaling method rather than selection of GCM is more is important in overall uncertainties. The average inflow for the future period increased in all RCP scenarios as time goes on from near-future to far-future periods. Also, it was predicted that the inflow volume will be higher in the RCP 8.5 scenario than in the RCP 4.5 scenario in all future periods. Maximum daily inflow, which is important for flood control, showed a high changing rate more than twice as much as the average inflow amount. It is also important to understand the seasonal fluctuation of the inflow for the dam management purpose. Both average inflow and maximum inflow showed a tendency to increase mainly in July and August during near-future period while average and maximum inflows increased through the whole period of months in both mid-future and far-future periods.