• 대한토목학회논문집
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• 제28권5B호
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• pp.595-601
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• 2008

본 연구에서는 전국 140여개 가구를 대상으로 실측 조사한 자료를 바탕으로 가정용수의 용도별 사용량을 도출함으로써 상 하수도시설설계에 활용할 수 있는 원단위를 제시하고, 용도별 사용특성분석, 영향인자 평가 등을 통하여 가정용수의 변동특성을 이해하고 향후 사용경향을 예측할 수 있는 정보를 제공하고자 하였다. 전국 140가구를 대상으로 약 3여년간 실측한 결과, 가정용수의 총사용량은 165.8 lpcd였으며, 각 용도별 사용량은 세면용수 15.4 lpcd(10%), 욕조용수 24.7 lpcd(16%), 싱크대용수 29.7 lpcd(19%), 세탁기용수 30.8 lpcd(20%), 변기용수 38.5 lpcd(25%), 기타용수 13.5 lpcd(9%)순으로 나타났다. 가정용수 중에서 변기용수의 사용량이 가장 많은 것으로 나타났으며, 베란다, 정원용수 등이 포함된 기타용수의 경우 사용빈도가 일정하지 않고 사용량의 편차도 심하여 변동계수와 표준편차가 가장 크게 나타났다. 가정용수의 용도별 사용량을 미국, 영국 가정과 비교한 결과, 기타용수와 실외용수를 제외하고는 미국의 실내용수 사용량과 비율이 우리나라와 매우 유사한 특성을 보였다. 가정에서 물사용에 기초한 생활양식이 미국과 유사하게 변화되고 있음을 간접적으로 보여준 결과이다. 또한 1985년에 서울에서 조사된 용도별 사용량과 금번결과를 비교한 결과, 목욕, 변기, 세탁, 취사용수의 총량은 23 l가 증가하였으며, 특히 세면과 욕조용수를 합산한 목욕용수가 27 l에서 40 l로 크게 늘어났고, 세탁용수도 17 l나 늘어났다. 생활양식이 서구화되면서 가정에서의 목욕, 사워문화가 점차 확산되고 대용량 세탁기의 보급이 늘어난 것 등이 영향을 미쳤을 것으로 추측되었다.

• 한국물환경학회지
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• 제22권3호
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• pp.437-443
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• 2006

The Water usage is relationship which is close with the administrative cost from industrial facility. It is not easy to reduce a water usage. This research is the optimization of the waste water quantity which process waste water integration of the standard thermal power plant in system operate time. The turbine rotates by force of the steam and it produces an electricity. Demineralization Water is manufacture purity manufacturing equipment and it is supplied in power plant channel. We knew a possibility of reducing from pure control process. When it is reduced the Back Washing time, Rinsing time of the gravity filter and the activated carbon filter. Also, It is possible even from regeneration phase in Condensate Polishing Demineralization System. In addition, There is also the water which the drain of the sampling water for watching the condition of power plant process will be able to use. Integrates these processes it will be able to reduce an annual 30,000 ton degree. The research is want to use the fundamental data for the water curtailment of the power plant.

• 한국농공학회지
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• 제24권1호
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• pp.44-52
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• 1982

Recently, estuary reserovoirs have been actively constructed in Korea and also in Japan there are a large number of estuary reservoirs constructed. But most of the estuary reservoirs are located at the downstream of a river where geographical condition is best for the construction of an enclosing dam. And an effective utilization of water from the estuary reservoir seems to be difficult even if estuary reservoirs are considered to be the water resources the most available for their watershed. Studies on estuary reservoirs so far have been mainly concentrated on the physical and engineering problems of the dam construction itself. The purpose of the present study is to review the estuary reservoir planning in connection with the water resources development and to study a basis of the planning. First, the levels of water use in Korea and Japan were compared with those of other countries in the world. And then, some representative reservoirs were selected to study the roles of a reservoir and water-using conditions in the watershed. Based on the study, a survey was given on the relation between a dam construction upstream and an estuary reservoir construction downstream of a river. Finally, a comprehensive examination was made of the bases of estuary reservoir planning. (1) The estuary reservoir planning is deeply related to the plan for water use develo- pment in the watershed. After the upstream water resources were fully developed up to the most, water reso- urces development by an estuary reservoir should be started. (2) If an estuary lake has a capacity big enough, it can store flood discharge of the watershed without any loss and become a basic facility that will bring about the maxi- mum use of water from the watershed. (3) Estuary reservoirs store water used in the upstream watershed, so recycling of water use is attained by the reservoir. Water in the estuary lake is difficult to be fresh water in its long run. Therefore, estuary reservoir should be located at a place where polluted water is purified and refused. All the planning should be based on the assumption that water in the estuary lake is not fresh but polluted after a long time. (4) The estuary lake can only supply water to the lower basin directly. But the upstream area is benefited from the estuary lake by exchange of irrigation water sources between the lower and the upper area. So a large-scale exchange plan between new and existing water resources is important. By constructing estuary reservoirs and the exchange of water sources between upper and lower areas, the reasonable maximum use of water from the whole watershed is at- tained. (5) The big problem coming from the water resources development by an enclosing estuary is salt water intrusion into the lake. To maintain the estuary lake salt-free, multi-purpose use of the lake should be avoided. It is necessary to take such fundamental measures as abolition of back flow operation of gate, and the closing of the fish port and the fish ladder. The results mentioned above were found in this study and these results of this study could be used for the adequate planning of estuary reservoirs in connection with the maximum water use of the watershed.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2004년도 학술발표회
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• pp.204-208
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• 2004

In the forthcoming 21C, the barometer of cultural lives depends on that the water demand will increase or not. On the opposite site of that, the small watersheds will influence directly on how to cover the surface of watersheds with land use, no planning developing watersheds, and the rearrangement of small rivers. Espacially as the exordinary climatic phenomena, water resources and water content of the small watersheds will be confused oil exactly not to make a plan of water resources. This study area has four small watersheds groups in Gangwon-Do Province, that is, group I five small river watersheds including Changchoncheon etc., group II fiver rivers watersheds including to Hwalsanmogicheon etc., group III five small river watersheds including Singicheon etc., group IV including to Sabulanggolcheon etc. According to the land use such as dry field(or farm), ice field, forest land, building lot arid others, in small watersheds, the amount of runoff will be impacted by precipitation. The comparison between the runoff was getting from Kajiyama Formular and calculated runoff from multi-linear regressed equations by land use percentage was performed. Its correlation which was estimated by coefficient of correlation will be accepted or not, as approched 1.00000 values. As the monthly water resources amount is estimated by multi-linear regressed equations, we make a plan to demand and supply the water quantity from small river watersheds during any return periods.

• 기술사
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• 제35권4호
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• pp.19-23
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• 2002

Recently, deficit of water for daily We, industrial, agricultural use and Increasing water demand of river maintenance has increased gradually by the improvement of living condition of the Republic of Korea. Comprehensive measures for water deficit In the future are studied, based on the Investigated result of the actual condition of water use.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2007년도 학술발표회 논문집
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• pp.1925-1928
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• 2007

Water cycle analysis was performed for Gunja basin located in metropolitan Seoul using Aquacycle model in order to assess the problems of urban water cycle. From the water cycle analysis of Gunja basin, it was found that 75% of total rainfall occurred in the form of surface runoff, and groundwater recharge only accounted for about 7%. This suggests serious distortion of water cycle which can be attributed to urbanization. Feasibility analysis of reuse scenarios such as rainwater use and wastewater reuse was then performed to examine their influences on improving the water cycle. From the analysis of water reuse options, it was shown that imported water supply savings of 13% can be achieved through rainwater use, and water supply savings of 31% through wastewater reuse.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2006년도 학술발표회 논문집
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• pp.1802-1806
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• 2006

It is important to consider the effects of land-use changes on surface runoff, stream flow, and groundwater recharge. Expansion of urban areas significantly impacts the environment in terms of ground water recharge, water pollution, and storm water drainage. Increase of impervious area due to urbanization leads to an increase in surface runoff volume, contributes to downstream flooding and a net loss in groundwater recharge. Assessment of the hydrologic impacts or urban land-use change traditionally includes models that evaluate how land use change alters peak runoff rates, and these results are then used in the design of drainage systems. Such methods however do not address the long-term hydrologic impacts of urban land use change and often do not consider how pollutants that wash off from different land uses affect water quality. L-THIA (Long-Term Hydrologic Impact Assessment) is an analysis tool that provides site-specific estimates of changes in runoff, recharge and non point source pollution resulting from past or proposed land-use changes. It gives long-term average annual runoff for a land use configuration, based on climate data for that area. In this study, the environmental and hydrological impact from the urbanized basin had been examined with GIS L-THIA in Korea.

• 한국환경농학회지
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• 제38권3호
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• pp.159-165
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• 2019

BACKGROUND: The water footprint (WF) is an indicator of freshwater use that appears not only at direct water use of a consumer or producer, but also at the indirect water use. As an indicator of 'water use', the water footprint includes the green, blue, and grey WF, and differs from the classical measure of 'water withdrawal' because of green and grey WF. This study was conducted to assess and estimate the water footprint of the soybean and Chinese cabbage. METHODS AND RESULTS: APEX model with weather data, soil and water quality data from NAS (National Institute of Agricultural Sciences), and farming data from RDA (Rural Development Administration) was operated for analyzing the WF of the crops. As the result of comparing the yield estimated from APEX with the yield extracted from statistic data of each county, the coefficients of determination were 0.83 for soybean and 0.97 for Chinese cabbage and p-value was statistically significant. The WFs of the soybean and Chinese cabbage at production procedure were 1,985 L/Kg and 58 L/Kg, respectively. This difference may have originated from the cultivation duration. The WF ratios of soybean were 91.1% for green WF and 8.9% for grey WF, but the WF ratios of Chinese cabbage were 41.5% for green WF and 58.5% for grey WF. CONCLUSION: These results mean that the efficiency of water use for soybean is better than that for Chinese cabbage. The results could also be useful as an information to assess environmental impact of water use and agricultural farming on soybean and Chinese cabbage.

• 대한토목학회논문집
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• 제29권4B호
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• pp.385-396
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• 2009

본 연구에서는 현재 업무, 영업, 욕탕, 공공용수 등으로 구분되어 있는 비가정용수의 업종을 국가산업표준분류에 근거하여 9개 대분류 40개 중 소분류로 세분화하여 각 업종별 사용량 원단위를 도출하였다. 논산, 서산 등 6개 도시의 비가정용수 월별사용량자료와 통계청에서 조사하는 사업장별 산업서비스조사 자료를 토대로 각 업종별 사용량 원단위, 면적, 종업원 등의 상관관계분석, 세부업종별 분산분석 등을 수행하여 통계적으로 의미있는 원단위 특성을 제시하였다. 비가정용수 주요업종의 사용량 원단위를 미국 5개 지역에서 조사된 자료와 비교한 결과, 모든 업종에서 단위면적당 사용량이 미국에 비해 적은것으로 나타났다. 조사자료 가운데 효과적인 물사용량(Efficiency Benchmarks)으로 추천되는 누적확률 25%에 해당하는 값의 경우에도 우리나라 물사용량이 적었으며, 특히 학교의 경우 단위면적당 1일 사용량($0.4{\sim}6.2l/m^2/d$)과 학생 1인당 1일 사용량(11.9-64.0 l/student/d)의 평균값과 범위가 매우 유사한 결과를 보였다. 비가정용수의 용수사용량에 영향을 미치는 내외부인자에 대하여 상관관계분석을 수행한 결과, 비가정용수사용량의 원단위 기준인자로서는 단위면적이 가장 적절한 것으로 나\widehat{타났으며, 다만 교육업의 경우 구성원의 물사용경향이 일정하기 때문에 단위면적보다도 학생수(교직원포함})와 물사용량사이의 상관관계가 더 높은 것으로 나타났다. 대표적인 외부인자인 기온에 따른 각 업종별 물사용량 변화를 분석한 결과, 학원업, 도소매업, 음식점업이 기온에 따라 물사용량 증감이 뚜렷하였고, 숙박업과 병원업은 기온과의 상관성이 매우 낮은 것으로 나타났다. 본 연구의 결과에서는 비가정용수의 합리적인 수요관리를 위해서 기존의 상수도통계에서 구분하고 있는 업종에 대한 재검토 필요성을 제기하였으며, 이러한 업종구분을 토대로 통계청의 산업서비스 조사자료와 지자체 수도요금부과자료를 이용하여 비가정용수의 세부업종별 물사용량을 추적하여 분석하고 관리할 수 있는 방안을 제시하였다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2007년도 학술발표회 논문집
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• pp.2039-2043
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• 2007

Like other major river basin systems in the West of the United States the Platte River Basin are faced with the challenges of allocating more water for plant and animal species. A part of the Central Platte River was designated as critical habitat for the whooping crane in 1978. The water allocation system in the Platte River Basin is dominated by the Prior Appropriation Doctrine, which allocates water according to the priorities based on the date of water use. The Platte River Basin segregated into five subregions for purpose of analysis. 24 years of historic records of monthly flow and all the demands were complied. The simulation of river basin modeling includes physical operation of the system including water allocation by water rights and interstate compact agreements, reservoir operations, and diversion with consumptive use and return flow. MODSIM, a generalized river basin network model, was used for estimating the timing and magnitude of impacts on river flows and diversions associated with water transfers from each region. A total of 20 alternatives were considered, covering transfers from each of the five regions of basin with several options. The result shows that the timing and availability of augmented water at the critical habitat is not only a function of use by junior appropriators, but also of river losses, and timing of return flows.