• 제목/요약/키워드: water diversion

검색결과 87건 처리시간 0.028초

한강수계 농업용저수지 관리방안 (Management Measures for the Control of Agricultural Reservoirs in Han River Watershed)

  • 김호섭;공동수;정동일;황순진
    • 한국물환경학회지
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    • 제25권3호
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    • pp.386-393
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    • 2009
  • This study was carried out to assess water quality and to introduce the management measures for water quality improvement with the collected data from 87 agricultural reservoirs in Han river watershed. According to the water quality criteria (WQC) for lake based on the COD, TP, TN and chl.a concentration, 18, 16, 4 and 19 of 87 reservoirs exceed class IV, respectively. Based on the trophic state index (TSI) with chl.a concentration, 51 of selected reservoirs appeared to be eutrophic. Phosphorus was limiting nutrient on algal growth in 58 reservoirs. TP, chl.a and COD concentration in 23 of 49 agricultural reservoirs with chl.a concentration ${\geq}25{\mu}g/L$ and eutrophic exceed class IV by WQC. Also, the mean depth in 21 of 23 reservoirs was below 5m. Our results suggest that advanced wastewater treatment and crop land control in watershed of reservoirs with TP concentration ${\geq}0.1mg/L$ would be a effective tool to improve water quality. Dredging would to be effective measure in reservoirs with mean depth < 5 m and relatively old age. In reservoirs with chl.a concentration ${\geq}50{\mu}g/L$, application of technique such dissolved air flotation (DAF) and P inactivation be effective to improve water quality by removing particulate matters in water column. The management measure to control inflow such as sedimentation basin, Pre-dam and diversion would to be application in reservoirs with shallow depth, while large watershed and surface area.

Ecosysteme de I′Etang de Berre (Mediterranee nord-occidentale) : Caracteres Generales Physiques, Chimiques et Biologiques

  • Kim, Ki-Tai
    • 환경생물
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    • 제22권2호
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    • pp.247-258
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    • 2004
  • Climatological, hydrological and planktonical research studies, measurements of primary production and photosynthetic efficiency from December 1976 to December 1978 have been carried out in two brackish lakes: Lake Etang de Berre and Lake Etang de Vaine located in the French Mediterranean coast, in the region of Carry-le-Rouet located on the north-west Mediterranean near Marseilles, and in fresh water inflows from 4 Rivers (Touloubre, Durance, Arc, Durancole) to Lake Etang de Berre. Physico-chemical parameters were measured for this study: water temperature, salinity, density, pH, alcalinity, dissolved oxygen (% saturation), phosphate, nitrate, nitrite, silicate etc. Diverse biological parameters were also studied: photosynthetic pigments, phaeopigments, specific composition and biomass of phytoplankton, primary pelagic production etc. Climatical factors were studied: air-temperature, solar-radiation, evaporation, direction (including strength) of winds, precipitation and freshwater volume of the four rivers. The changes in Lake ‘Etang de Berre’ ecosystem depend on the quality of the water in the Durance River, and on the effects of seawater near the entrance of the Caronte Canal. The water quality of the lake varies horizontally and vertically as a result of atmospheric phenomena, maritime currents and tides. The distribution of water temperatures is generally heterogeneous. Southeasterly winds and the Northeasterly Mistral wind are important in the origins of circulated and mixed water masses. These winds are both frequent and strong. They have, as a result, a great effect on the water environment of Lake Etang de Berre. In theory, the annual precipitation in this region is well over eight times the water mass of the lake. The water of the Durance River flows into Lake Etang de Berre through the EDF Canal, amounting to 90% of the precipitation. However, reduction of rainfall in dry seasons has a serious effect on the hydrological characteristics of the lake. The temperature in the winter is partially caused by the low temperature of fresh water, particularly that of the Durance River. The hydrological season of fresh and brackish water is about one month ahead of the hydrological season of sea water in its vicinity. The salinity of Lake Etang de Berre runs approximately 3$\textperthousand$, except at lower levels and near the entrance to the Caronte Canal. However, when the volume of the Durance River water is reduced in the summer and fall, the salinity rises to 15$\textperthousand$. In the lake, the ratio of fresh water to sea water is six to one (6:1). The large quantities of seston conveyed by rivers, particularly the Durance diversion, strongly reduce the transparency in the brackish waters. Although the amount of sunshine is also notable, transparency is slight because of the large amount of seston, carried chiefly by Tripton in the fresh water of the Durance River. Therefore, photosynthesis generally occurs only in the surface layer. The transparency progressively increases from freshwater to open seawater, as mineral particles sink to the bottom (about 1.7kg $m^{-2}a^{-1}$ on the average in brackish lakes). The concentration of dissolved oxygen and the rate of oxygen saturation in seawater (Carry-le-Rouet) ranged from 5.0 to 6.0 $m\ell$ㆍ.$1^{-1}$, and from 95 to 105%, respectively. The amount of dissolved oxygen in Etang de Berre oscillated between 2.9 and 268.3%. The monographs of phosphate, nitrate, nitrite and silicate were published as a part of a study on the ecology of phytoplankton in these environments. Horizontal and vertical distributions of these nutriments were studied in detail. The recent diversion of the Durance River into Lake Etang de Berre has effected a fundamental change in this formerly marine environment, which has had a great impact in its plankton populations. A total of 182 taxa were identified, including 111 Bacillariophyceae, 44 Chlorophyceae, and 15 Cyanophyceae. The most abundant species are small freshwater algae, mainly Chlorophyceae. The average density is about $10^{8}$ cells $1^{-1}$ in Lake Etang de Berre, and about double that amount in Lake Etang de Vaine. Differences in phytoplankton abundance and composition at the various stations or at various depths are slight. Cell biovolume V (equivalent to true biomass), plasma volume VP (‘useful’ biomass) and, simultaneously. the cell surface area S and S/V ratio through the measurement of cell dimensions were computed as the parameters of phytoplankton productivity and metabolism. Pigment concentrations are generally very high on account of phytoplankton blooms by Cyanophyceae, Chlorophyceae and Cryptophyceae. On the other hand, in freshwaters and marine waters, pigment concentrations are comparatively low and stable, showing slight annual variation. The variations of ATP concentration were closely related to those of chlorophyll a and phytoplankton blooms only in marine waters. The carbon uptake rates ranged between 38 and 1091 mg$Cm^{-2}d^{-1}$, with an average surface value of 256 mg; water-column carbon-uptake rates ranged between 240 and 2310 mg$Cm^{-2}d^{-1}$, with an average of 810, representing 290 mg$Cm^{-2}$, per year 45 000 tons per year of photosynthetized carbon for the whole lake. Gross photosynthetic production measured by the method of Ryther was studied over a 2-year period. The values obtained from marine water(Carry-le-Rouet) ranged from 23 to 2 337 mg$Cm^{-2}d^{-1}$, with a weighted average of 319, representing about 110 gCm$^{-2}$ per year. The values in brakish water (Etang de Berre) ranged from 14 to 1778 mg$Cm^{-2}d^{-1}$, with a weighted average of 682, representing 250 mg$Cm^{-2}$ per year and 38 400 tons per year of photosynthesized carbon for the whole lake.

해황과 어황에 미치는 댐 방수의 방향 (Influence of Dam Water Discharge on the Oceanography and Fishery)

  • 장선덕
    • 한국해양학회지
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    • 제6권1호
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    • pp.49-55
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    • 1971
  • 1969년 10월에 완성된 남강 다목점 댐과 방수로가 준공되어 1969년에 7회, 1970년에 3회 합계 10회에 걸쳐 1,359 $10^{6}$㎥ 이상의 담수를 진주만으로 방수하였다. 방수 속도는 최고 약 3,770㎥/sec 에 이르렀으며 1회 누적 방수량은 최고 4.50 $10^{6}$㎥ 이상에 달하였다. 이 결과 방수로 하류부와 연결되는 사천만 북부에서는 5kt 이상의 빠른 유속이 해저의 토사를 이동시켜 간석지와 해저의 지형을 변동시켰다. 양식장 시설물과 패류를 매몰, 유실 시키는 원인이 되었다. 하구 현상이 일어 났으며 2중조가 관측되었다. 어구의 파손, 발장의 도괴 및 어선의 조업 불능 등으로 피해가 막심하였다. 방수후 진주만의 염분은 급격히 하강하였으며 특히 사천만 에서는 밀물때에도 5 이하의 이상저염분수가 분포하였다. 현저한 조경이 이루어졌으며 반조석 주기에 4.6 에서 30 로 약 25 이상의 염분 급변이 있었다. 이와같은 염분의 저하와 급변은 동해역의 굴, 바지락 등 패류를 폐사시키고 멸치, 문어 등을 만외로 추방하는 원인이 되었으며, 내유 어군의 접근을 방해하였다. 염분의 저하는 해수의 밀도와 삼투압 환경을 급변 시키는 원인이 되었고, 투명도가 낮은 혼탁한 물덩이는 광선의 투입을 방해하여 광합성 작용을 억제할 것이다.

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Impacts of Managing Water in a Closed Basin: A Study of the Walker River Basin, Nevada, USA

  • Tracy, John C.
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2012년도 학술발표회
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    • pp.1-10
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    • 2012
  • Throughout much of the world, many ecological problems have arisen in watersheds where a significant portion of stream flows are diverted to support agriculture production. Within endorheic watersheds (watersheds whose terminus is a terminal lake) these problems are magnified due to the cumulative effect that reduced stream flows have on the condition of the lake at the stream's terminus. Within an endorheic watershed, any diversion of stream flows will cause an imbalance in the terminal lake's water balance, causing the lake to transition to a new equilibrium level that has a smaller volume and surface area. However, the total mass of Total Dissolved Solids within the lake will continue to grow; resulting in a significant increase in the lake's TDS concentration over time. The ecological consequences of increased TDS concentrations can be as limited as the intermittent disruption of productive fisheries, or as drastic as a complete collapse of a lake's ecosystem. A watershed where increasing TDS concentrations have reached critical levels is the Walker Lake watershed, located on the eastern slope of the central Sierra Nevada range in Nevada, USA. The watershed has an area of 10,400 sq. km, with average annual headwater flows and stream flow diversions of 376 million $m^3/yr$ and 370 million $m^3/yr$, respectively. These diversions have resulted in the volume of Walker Lake decreasing from 11.1 billion m3 in 1882 to less than 2.0 billion $m^3$ at the present time. The resulting rise in TDS concentration has been from 2,560 mg/l in 1882 to nearly 15,000 mg/l at the current time. Changes in water management practices over the last century, as well as climate change, have contributed to this problem in varying degrees. These changes include the construction of reservoirs in the 1920s, the pumpage of shallow groundwater for irrigation in the 1960s and the implementation of high efficiency agricultural practices in the 1980s. This paper will examine the impacts that each of these actions, along with changes in the region's climate, has had on stream flow in the Walker River, and ultimately the TDS concentration in Walker Lake.

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Discrete element numerical simulation of dynamic strength characteristics of expanded polystyrene particles in lightweight soil

  • Wei Zhou;Tian-shun Hou;Yan Yang;Yu-xin Niu;Ya-sheng Luo;Cheng Yang
    • Geomechanics and Engineering
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    • 제34권5호
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    • pp.577-595
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    • 2023
  • A dynamic triaxial discrete element numerical model of lightweight soil was established using the discrete element method to study the microscopic mechanism of expanded polystyrene (EPS) particles in the soil under cyclic loading. The microscopic parameters of the discrete element model of the lightweight soil were calibrated depending on the dynamic triaxial test hysteresis curves. Based on the calibration results, the effects of the EPS particles volume ratio and amplitude on the contact force, displacement field, and velocity field of the lightweight soil under different accumulated strains were studied. The results showed that the hysteresis curves of lightweight soil exhibit nonlinearity, hysteresis, and strain accumulation. The strain accumulated in remolded soil is mainly tensile strain, and that in lightweight soil is mainly compressive strain. As the volume ratio of EPS particles increased, the contact force first increased and then decreased, and the displacement and velocity of the particles increased accordingly. With an increase in amplitude, the dynamic stress of the particle system increased, and the accumulation rate of the dynamic strain of the samples also increased. At 5% compressive strain, the contact force of the particles changed significantly and the number of particles deflected in the direction of velocity also increased considerably. These results indicated that the cemented structure of the lightweight soil began to fail at a compressive strain of 5%. Thus, a compressive strain of 5% is more reasonable than the dynamic strength failure standard of lightweight soil.

수중구조물을 위한 가물막이 설계 및 시공사례에 대한 연구 (A Case Study on Design and Construction of Cofferdam for Hydraulic Structure)

  • 조주환;신동훈;정승태;우상윤;남용
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 추계 학술발표회
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    • pp.124-143
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    • 2010
  • Cofferdam is a temporary levee or dam structure built by using sheet pile or earth materials to prevent water infiltration during construction work of bridge, dam, harbour dock, or hydraulic structures in the river. In this regard, it is required to secure cutoff ability for dry work and workability for rapid installation and removal of the temporary dam or levee structures. In this paper, case studies for design and construction of cofferdam were performed, and water diversion method was briefed with some examples of cofferdam type as well. For the case study details of design and construction were reviewed based on cofferdams under construction related to 16 submerged weirs of "The 4-river restoration project" and dam type cofferdam respectively. From the review, it was known that the method for changing the water flow is selected based on the data from geological and geo-hydraulic site investigation in order to mitigate environmental effects by making sure if the design cross-sectional area of flow and maximum working days are sufficiently guaranteed. Finally, the primary findings and main conclusion derived are summarized that determination of applicable type of cofferdam should be checked by case study and meet design requirements such as water inflow control, constructability.

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화순 홍수조절지의 유입유출 구조물에 대한 수리모형실험 연구 (Experimental Study on the Inflow and Outflow Structures of Hwasun Flood Control Reservoir)

  • 이상화;진광호;류종현;김수근
    • 한국수자원학회논문집
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    • 제45권7호
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    • pp.675-684
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    • 2012
  • 최근 기상변화에 의한 집중호우는 하천의 통수능력을 초과하는 홍수를 발생시키고 있다. 하천의 폭이 제한된 상태에서 이러한 초과 홍수에 대비할 수 있는 관리방법은 제방증고, 저류지 및 방수로 건설, 하상 준설 등을 생각할 수 있다. 천변저류지인 화순홍수조절지는 저류지와 수위조절을 위한 제수문이 설계되어 있다. 본 연구는 저류지 운영시간동안 일정 홍수량만을 배제해야 할 상황에 대해 설계의 적정성을 수리모형실험을 통해 검토하였다. 검토결과 저류지 유입부의 횡월류위어 월류량은 설계상의 월류량을 초과하였고, 제수문 1.1m 개방시 설계유량($326m^3/s$)을 방류할 수 있는 것으로 나타났다. 설계유량 방류시 제수문 직하류에 7.19m/s의 고유속은 baffle block을 설치할 경우 3.3m/s까지 저감시킬 수 있는 것으로 검토되었다.

Experimental and numerical investigation on bearing mechanism and capacity of new concrete plug structures

  • Weng, Yonghong;Huang, Shuling;Xu, Tangjin;Zhang, Yuting
    • Computers and Concrete
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    • 제24권5호
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    • pp.459-468
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    • 2019
  • The stability and safety of concrete plug structure of diversion tunnel is crucial for the impoundment of upstream reservoir in hydropower projects. The ongoing Wudongde hydropower plant in China plans to adopt straight column plugs and curved column plugs to replace the traditional expanded wedge-shaped plugs. The performance of the proposed new plug structures under high water head is then a critical issue and attracts the attentions of engineers. This paper firstly studied the joint bearing mechanism of plug and surrounding rock mass and found that the quality and mechanical properties of the interfaces among plug concrete, shotcrete, and surrounding rock mass play a key role in the performance of plug structures. By performing geophysical and mechanical experiments, the contact state and the mechanical parameters of the interfaces were analyzed in detail and provide numerical analysis with rational input parameters. The safety evaluation is carried out through numerical calculation of plug stability under both construction and operation period. The results indicate that the allowable water head acting on columnar plugs is 3.1 to 7.4 times of the designed water head. So the stability of the new plug structure meets the design code requirement. Based on above findings, it is concluded that for the studied project, it is feasible to adopt columnar plugs to replace the traditional expanded wedge-shaped plugs. It is hoped that this study can provide reference for other projects with similar engineering background and problems.

우리나라에 적합한 OECD 농업용수 사용지표의 설정 (Application of OECD Agricultural Water Use Indicator in Korea)

  • 허승오;정강호;하상건;송관철;엄기철
    • 한국토양비료학회지
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    • 제39권5호
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    • pp.321-327
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    • 2006
  • 농업환경지표가 OECD 회원국간의 농업환경 비교와 이를 통한 농업환경 개선과 농업정책 수립에 대한 권고의 수단으로만 작용을 하지만 이것이 향후 통상 무역과 연계될 것은 추측 가능한 사실이다. OECD 농업환경지표를 우리나라에 그대로 적용했을 때 얻어진 지표 값이 우리나라의 농업환경을 사실대로 반영하지 못한다면 우리가 받을 피해는 미래에도 작용할 것이므로 이에 대한 새로운 제안을 통해 우리나라에 적합한 지표를 설정해야 한다. OECD에 의해 제안된 농업용수 사용 강도 지표는 논이나 밭에서 이용되거나 배수 유출되는 물의 특성을 모두 반영한 방법이 아니므로 몬순 기후지대에 속하는 한국에 적당하지 않다. 특히, 여름철 집중호우시기에 년 강우량의 2/3가 내리는 강우 특성은 이를 담수해 저장하는 능력을 가진 농경지의 수자원 보유능과 기타의 농업적 특성을 고려한 계산방법으로 농업용수를 산정해야 한다. 논의 경우 강우가 내리거나 관개가 되었을 때 담수나 침투를 통해 물을 지하로 배수해 지하수를 형성하거나 지표의 배수로나 하천을 통해 강이나 저수지로 상당량의 물을 흘려보내 다시 이용할 수 있도록 해준다. 즉, 농업용수로 계산되어 있는 물의 상당량은 다른 농경지나 생활용수 또는 공업용수나 하천 유지용수로 다시 이용된다. 따라서, 물 사용강도에 이용되는 농업용수는 농경지에서 소모되지 않고 지하수로 흘러 들어가거나 하천으로 유입되는 배출수를 고려하여 계산하는 것이 합리적이다. 이렇게 계산하면 22.9%(2001년)로 OECD 계산방법으로 얻어진 47%보다 24.1%가 낮아진다. 합리적인 농업용수 스트레스 지표를 산출하기 위해서는 각 나라마다 다른 나라와 강을 공유하고 있는지의 여부와 농업을 위한 주 취수원이 무엇인지를 살펴보아 그 나라에 적합한 스트레스 지표를 산출하도록 유도하는 것이 바람직할 것이다. 그러나, 실제 물에 대한 스트레스는 강우량, 수계별 수자원 부존량, 사용가능량, 농업용수 총공급수량, 환경 유지용수를 위한 기준 갈수량 확보 가능성, 농업용수 관리현황 및 저수율 분석, 수계별 농업용수 사용 가능량 및 기상 등이 복잡하게 작용할 것이므로 이 모든 인자들을 포함한 지표를 만들기는 쉬운 일이 아니다. 따라서, 우리나라는 OECD의 스트레스 지표와는 달리 환경 위해성 판단이 필요 없고, 계산이 복잡하지 않으며 우리의 환경에 적합하도록 주 취수원인 농업용 저수지의 저수율로 농업용수 스트레스 지표를 산정 했다. 농업용수 사용 기술적 효율지표는 작물의 재배 생리특성 및 이용특성과 지역마다 차이가 나는 기후의 특성을 반영하지 않은 계산의 결과이다. 그러므로 이러한 특성들을 반영하는 기술적 물 이용효율 지표를 만들기 위해서는 각 지역 또는 나라마다 작물별로 기준이 되는 물 소요량을 산정한 후 그 소요량에 대한 공급된 양의 비율로 WUTE를 결정하는 것이 합리적이다. 지역별, 작물별 특성을 포함해야 하는 농업용수 사용 경제적 효율 지표는 소비된 물을 분모로 삼아 계산에 이용하는 대신에 농업용수 사용 기술적 효율에서 제안한 각 지역 또는 나라마다 작물별로 기준이 되는 물 소요량을 산정한 후 그 소요량에 대한 공급된 양의 비율을 계산식의 분모에 적용하고, 벼의 경우는 생산물의 가격 대신에 지하수가 되는 양과 하천수가 되는 양에 대한 경제적 평가에 더해 논에 많은 양의 물이 관개됨으로서 발생하는 수변 생태계에 의한 환경유지 기능과 온도와 습도가 높은 한국의 기후 특성에서 전체 에너지 밸런스를 유지하는데 기여하는 관개수의 가치에 대한 평가와 더불어 생산물의 가격을 포함하는 것이 합리적일 것이다.

남북공유하천 북한강의 물이용 문제점 및 수리권 추정 (I) -임남댐 유역변경에 의한 하류 영향 분석 (Problems of Water Use and Estimation of Water Right in North Han River Shared by North and South Korea (I) -Analysis of Diversion Impacts on Downstream Area by Imnam Dam)

  • 안종서;정관수;이광만
    • 한국수자원학회논문집
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    • 제44권4호
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    • pp.305-314
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    • 2011
  • 북한강 수계의 경우 북한이 임남댐을 개발하여 유역변경식으로 물을 이용하고 있어 하류지역에서 여러 가지 문제가 나타나고 있다. 따라서 남 북한이 공유하천을 효과적으로 관리하기 위해서는 수량이나 수질 등 다양한 분야에서의 협력이 절실히 요구되고 있다. 그러나 남 북공유하천에서 상 하류국가간 물이용의 공평성을 실현하기 위한 노력은 매우 미흡한 실정이다. 본 논문에서는 남북공유하천의 공평한 물이용의 판단기준이 되는 수리권을 검토하기 위해 북한의 임남댐에 의한 영향을 주요 분야별로 심도 있게 분석하였다. 분석결과, 한강유역의 용수공급은 1978년을 이수안전도 평가를 위한 기준갈수년으로 할 경우 임남댐으로 인해 379백만$m^3$/년의 공급부족이 발생하는 것으로 나타났다. 아울러 한강 수계의 발전용댐도 유입량 감소로 인하여 연간발전량이 234GWh/년 감소하게 되었고, 수질은 북한강 삼봉리 지점 기준 BOD 약 0.065 ppm 증가하는 것으로 분석되었다. 결과적으로 남북공유하천에서 북한의 절대영토주권주의에 입각한 불공평한 수자원 이용은 하류국가인 남한에 직 간접적으로 상당한 영향을 미치고 있음을 확인하였다.