• 제목/요약/키워드: river flow

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A Study on River Space Restoration and Improvement of Water Quality in Nihonbashi River

  • Ito, Kazumasa
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2007년도 학술발표회 논문집
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    • pp.22-30
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    • 2007
  • Nihonbashi River takes more time to discharge water pollution because it runs low-lying areas and is easy to affect tidal flow from downstream. After rainfall, the water environment of the river has become worse. Even though the river is located in the important metropolitan area in Tokyo, it dose not have any connection with people's lives. We took Nihonbashi River as an example to consider methods for river restoration of improving water quality and river environment in densely inhabited urban areas. Especially, the major issue of river restoration is how smoothly and quickly discharges water pollution which flows into with river flow. The conclusion of this project is the effectiveness of improvement of water environment to construct of rock gates in Nihonbashi River and Kanda River to control inflows from upstream and tidal flows from downstream.

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하상재료에 따른 ADCP의 유량측정 비교 분석 (Comparative Analysis of ADCP Flow Measurement According to River Bed Material)

  • 최진우;홍창수;신경용;이진욱;김정애;조용철;유순주
    • Ecology and Resilient Infrastructure
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    • 제5권3호
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    • pp.156-162
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    • 2018
  • 본 연구는 하상재료에 따른 ADCP의 측정 적합성을 평가하기 위해 하상 재료가 다른 자갈 하상과 모래 하상인 지점에서 ADCP의 유속, 수심 및 유량 자료를 ADV의 측정 결과와 비교 분석하였다. 연구결과 자갈 하상과 모래 하상에서의 ADV와 ADCP를 이용한 유속 분포와 수심 측정 자료는 비슷하게 나타났다. 유량측정 결과 자갈 하상에서 평균 3.5 - 4.8%, 모래 하상에서 평균 0.02 - 3.2%의 상대오차 범위를 나타내어 USGS에서 제시한 평균 오차 5%의 범위보다 작아 신뢰가 높은 결과인 것을 알 수 있었다. 이한 결과는 향후 ADCP의 하천 적용성에 대한 기초자료로 활용될 수 있으며 ADCP의 불확도 평가에 중요한 자료로 이용될 것으로 판단된다.

유량-부하량 관계식과 8일 간격 누적유량지속곡선을 이용한 오수천의 수체 손상도 분석 (Analysis of Water bady Damage at Osu Stream Using the Flow-Loading Equation and 8-Day Intervals Cumulative Flow Duration Curve)

  • 이영성;김영석;한성욱;서권옥;임창복;이영재;김경현;정강영
    • 한국환경과학회지
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    • 제27권12호
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    • pp.1179-1193
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    • 2018
  • The purpose of this study at water quality pollutants to propose proper management method for the Osu-A unit watershed which is the influent tributary located upstream of the Sumjin -river among the 13 unit watersheds in the Sumjin-river water system. Analyzed the correlation between flow-pollution loading and the correlation between land use type, BOD and TP items, and analyzed 8-day intervals Cumulative Flow Duration Curve (CFDC) and Load Duration Curve (LDC) to evaluate water quality damage. As a result, both BOD and TP were larger than 1 and the concentration of water pollutants increased with increasing flow. BOD was positively correlated with Urban and Field, and TP was positively correlated with Field with 0.710. As a result of the LDC, BOD was analyzed that the target water quality was achieved with the excess rate of less than 50%, and TP exceeded the target water quality by 50.1%. BOD usually exceeded the standard value (exceedance probability 50%) at low flow zone and On the other hand, TP usually exceeded the standard value at high flow zone. Monthly BOD (April to June) and TP (May to August) exceeded the standard. Sewage Wastewater treatment and non-point pollution control is Osu-A unit watersheds are effective in improving BOD and TP.

River2D를 이용한 낙동강-금호강 합류부의 생태유량 산정 (Determination of Ecological Flow at the Confluence of Nakdong River and Gumho River Using River2D)

  • 서일원;박인환
    • 대한토목학회논문집
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    • 제33권3호
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    • pp.947-956
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    • 2013
  • 본 연구에서는 낙동강-금호강 합류부의 생태유량을 산정하기 위해 2차원 수치모형 River2D를 이용하여 가중가용면적(WUA, Weighted Usable Area)을 계산했다. River2D 모형의 검증을 위해 HEC-RAS모의결과와 비교하여 최적 매개변수를 결정했다. 그리고 낙동강의 우점종인 피라미와 갈겨니를 대상으로 낙동강과 금호강의 유량을 변화시키며 가중가용면적을 모의했다. 유량-WUA/A의 그래프로부터 생태유량을 산정한 결과, 낙동강의 경우 $33.3m^3/s{\sim}40.0m^3/s$, 금호강의 경우 $3.60m^3/s{\sim}4.32m^3/s$를 낙동강-금호강 합류부의 생태유량으로 결정하였다. 결정된 생태유량을 적용하여 낙동강 본류의 하상준설 이후 피라미와 갈겨니의 가중가용면적을 계산한 결과, 가중가용면적이 약 1/9로 감소했다. 그리고 준설 이후에 잉어에 대한 가중가용면적은 피라미와 갈겨니에 대한 것보다 2~3배 더 큰 것으로 계산됐다.

A PRELIMINARY STUDY FOR THE COUPLED ATMOSPHERS-STREAMFLOW MODELING IN KOREA

  • Bae, Deg-Hyo;Chung, Jun-Seok;Kwon, Won-Tae
    • Water Engineering Research
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    • 제1권1호
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    • pp.25-37
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    • 2000
  • This study presents some results of a preliminary study for the coupled precipitation and river flow prediction system. The model system in based on three numerical models, Mesoscale Atmospheric Simulation model for generating atmospheric variables. Soil-Plant-Snow model for computing interactions within soil-canopy-snow system as well as the energy and water exchange between the atmosphere and underlying surfaces, and TOPMODEL for simulating stream flow, subsurface flow, and water tabled depth in an watershed. The selected study area is the 2,703 $\alpha_4$ $\km_2$ Soyang River basin with outlet at Soyang dam site. In addition to providing the results of rainfall and stream flow predictions, some results of DEM and GIS application are presented. It is obvious that the accurate river flow predictions are highly dependant on the accurate predictation predictions.

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ESTIMATION OF DAM DISCHARGE FOR THE DOWN STREAM WATER QUALITY

  • Ha, Jin-Kyu;Hong, Il-Pyo
    • 물과 미래
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    • 제35권5호
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    • pp.51-59
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    • 2002
  • In recent years the human impact on the environment becomes increasing lift threatening, calls for the better management of resources. In field of water quality of river flow, the best way to conserve water quality is specific efforts to control the pollutant loadings and treat the loadings in the basin to reduce the discharge of pollutant loadings to river. But in general the water quality influenced by the dam discharge. Especially in dry season, it is more dominant way to improve the water quality which contaminated with the pollutant loadings from the basin. The dam discharge amounts of the 2 dams in the Keum River that maintain the down stream water quality were estimated for the year of 1999, 2001, 2006, 2011, in case of irrigation and non-irrigation seasons. The pollutant loadings for the basin are estimated with the planning of treatment plants construction schedule for every sub-basins. The river flow rates were considered low flow as 2.33 year low flow and 10 year low flow. The QUAL2E model was used as a tool of simulation.

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유황곡선을 기반으로 한 환경유량의 개략산정법 (Approximation Method of Environmental Flows based on Flow Duration Curves)

  • 김주철;이상진;고익환;우동현
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2010년도 학술발표회
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    • pp.933-937
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    • 2010
  • This study aimed at the introduction of desktop method for assessment of environmental flows developed by IWMI(International Water Management Institute) recently and its application to Geum river basin. This scheme simulated the influence on aquatic ecosystem caused by watershed development and in turn the decrease of water quantity keeping the river's own flow regime. It was found to be as very effective method although it had simple structure. Flow duration curves for different environmental classes at Sutong and Gongjoo sites were estimated according to the natural conditional scenario of Geum river basin and the results were relatively compared well with the previous studies. The behaviors of monthly average runoff time series of both sites showed the level of A class. The results of this study would provide the fundamental data to establish the future plans of monitoring or management for aquatic ecosystem of Geum river basin.

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Assessment of environmental flows using hydrological methods for Krishna River, India

  • Uday Kumar, A.;Jayakumar, K.V.
    • Advances in environmental research
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    • 제7권3호
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    • pp.161-175
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    • 2018
  • Krishna River is significantly affected due to Srisailam dam from past 30 years. The impact of this hydraulic structure drastically reduced the minimum flow regime on the downstream, which made the river nearing to decaying stage. In the present paper, Environmental Flow called minimum flow values released for the dam are estimated with the help of three hydrological methods viz., Range of variability Approach (RVA), Desktop Reserve Model (DRM), and Global Environmental Flow Calculator (GEFC). DRM method suggested considering the intermediate values obtained from among the three methods to preserve the ecosystem on the downstream of the river, which amounts to an average annual allocation of 9378 Million Cubic Meter (MCM) which is equal to 23.11% of mean annual flow (MAF). In this regard GEFC and RVA methods accounted for 22% and 31.04% of MAF respectively. The results indicate that current reservoir operation policy is causing a severe hydrological alteration in the high flow season especially in the month of July. The study concluded that in the case of non-availability of environmental information, hydrological indicators can be used to provide the basic assessment of environmental flow requirements. It is inferred from the results obtained from the study, that the new reservoir operations can fulfil human water needs without disturbing Environmental Flow Requirements.

시계열 영상정보를 이용한 하천 지형태 변화 검토 (Examination of Topographical Shape Change in River using Time-series Aerial Photo)

  • 이근상;이현석;황의호;이을래
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2008년도 학술발표회 논문집
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    • pp.2136-2140
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    • 2008
  • 최근 환경생태학적 하천관리가 중시되면서, 하천의 지형태를 고려한 하천복원 및 관리업무가 필요하게 되었다. 본 연구에서는 시계열 항공영상을 이용하여 갑천과 유등천의 지형태 변화를 검토하였다. 특히 보나 교량과 같은 하천시설물이 새로 설치되거나 해체된 지점, 그리고 갑천과 유등천이 합류되는 지점을 선정하여 시계열별로 유량의 변화 및 물의 흐름방향 등을 파악할 수 있었다. 또한 물의흐름 특성에 의한 퇴사의 양상도 함께 검토함으로서 도심하천의 유지수량 및 환경생태학적 하천복원 업무 수행시 중요한 의사결정자료로 제공이 가능하게 되었다.

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농업용저수지를 이용한 환경생태유량 확보방안 경제성 비교 연구 - 동복천을 중심으로 - (A Economic Feasibility Study on Environmental Ecology Flow Supply Plan using Agricultural Reservoir - Focused on Dongbok River -)

  • 박진현;고재한;성무홍;정형모;박태선;곽영철;최우영;범진아;정민혁;유승환;윤광식
    • 한국농공학회논문집
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    • 제61권5호
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    • pp.33-47
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    • 2019
  • The environmental ecological flow (EEF) of stream or river will be designated according to the enforcement of the Water Environment Preservation Act. Previous researches by Ministry of Environment have proposed agricultural reservoirs as alternative resources to secure river flow where multi-purpose dam does not exist. However, agricultural reservoirs are constructed for the supply of agricultural water, and in fact, there is not a sufficient amount of water to be supplied to rivers as EEF. Therefore, this study examines the economic feasibility of securing EEF through the remodeling or construction of agricultural reservoirs. We investigated water balance of reservoir through simulation of three types of water supply demands such as agricultural water, agricultural water and river maintenance flow, and agricultural water and environmental ecology flow. The economics analysis was conducted on water supply demands and corresponding remodeling or construction of reservoirs. As a result, it was found that the method of securing through heightening existing reservoir enhancement is economically feasible. However, it was not possible to secure all the amount of the EEF due to the size limitation of existing reservoirs or constrain of the watershed for newly built reservoir. Therefore, in order to secure all of the EEF, the utilization of other alternatives as well as agricultural reservoirs should be considered. This study demonstrated the method of economical feasibility study of securing river maintenace flow and EEF using agricultural reservoirs and other considerations.