• Title/Summary/Keyword: Instream flow

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Determination of the Minimum Instream Flows for the Landscape of Riverside (하천의 경관 유지 수량의 결정)

  • 홍형순;이주헌;정상만
    • Journal of the Korean Institute of Landscape Architecture
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    • v.30 no.6
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    • pp.17-25
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    • 2003
  • The physical components of a river, such as water surface width/river width ratio, water level, and flow velocity vary according to different flowrates. Moreover, the riverside landscapes are greatly affected by the change of physical components of the stream or river. This paper provides an analysis of the influence of changing physical components of a river on the riverside landscape using a survey-based quantification method. The questionnaire was developed based on current literature, and was submitted to 326 people who each visited a representative station along the riverside.This survey was implemented three times at each representative station during periods of different flowrates. The results of this analysis and survey have Produced an understanding of the relationship between the variation of physical components and riverside landscapes. Survey results about the flow comparison are summarized as follows. Viewing riverside landscapes, most respondents are sensitive to the change of the flow velocity and prefer high water levels to low water levels. As a whole, respondents prefer abundant stream flows and moderate flow velocity in which they can perceive the flow of water. The minimum instream flows for riverside landscapes is estimated at each representative station by using a survey-based quantification method, and the estimated results of some representative stations were greater than the mean monthly flow at each station. The result of this analysis shows that establishing minimum instream flows for riverside landscapes is not only a technical problem, but also a legal problem. Therefore, in the to establish the instream flows in a river, the estimated results have to be considered as a relative standard. Regarding the survey results, respondents' satisfaction level didn't show any clear inclination according to the variation of various hydraulic properties. In determining the minimum instream flow using such an inquiry method, the structure of riverside scenery may vary according to the change of seasons or months. Therefore, to determine a consistent general inclination about the flow rate, it is necessary to have more detailed flow rates for each season or month combined with more inquiries.

Estimation Instream Flow Incremental Methodology (IFIM)

  • Lee, Joo-Heon;Jeong, Sang-Man;Lee, Myung-Ho;Lee, Soo-Yong;Lee, Eun-Tae
    • Proceedings of the Korea Water Resources Association Conference
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    • 2005.05b
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    • pp.52-59
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    • 2005
  • The goal of this project is to estimate the instream flow of the Han River Basin to ensure the adequate supply of suitable quality water for preservation and enhancement of aquatic ecosystems. A applied model is Physical Habitant Simulation System(PHABSIM) of Instream Flow Incremental Methodology(IFIM). The parameters which are needed to simulation by PHABSIM such as flow depth, velocity distribution and channel cover with cross section data are obtained by field survey. The Habitat Suitability Criteria with the application of univariate curve on Zacco platypus as a target species was able to be established by conducting the field investigation. The estimated results of ecological recommended instream flow by this study has important meanings that the future river management have to seriously take into account for the natural environment and functions of river system.

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Development of a Method for Determining the Instream Flow and Its Application: II. Application and Result (하천유지유량 결정 방법의 개발 및 적용: II. 적용 및 결과)

  • 김규호;김선미
    • Water for future
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    • v.29 no.5
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    • pp.185-202
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    • 1996
  • The newly-developed method for estimating the instream flow, proposed by the authors (1996), was applied to the main channel reach of the Kum River basin in Korea. Performance of the suggested method was tested through the evaluations of the required flow, instream flow, and river-management flow which were estimated at five main reaches with each representative station. The mean drought flow was used as the object flow to evaluate the minimum instream flow for the mid- and large-size rivers. Water quality prediction by using the QUAL2E model was made for both cases that the planned wastewater treatment facilities may and may not be constructed. The required flow for the fish habitat was evaluated for 9 representative fish species. The instream flows required for the riverine aesthetics at Kong-ju and Puyo scenary points, for river navigation at natural channel conditions, and for current and potential recreation activities were evaluated, respectively. The instream flows required for other items are not quantified. On the whole, it is shown that the instream flow to maintain the natural riverine functions such as fish habitat, and riverine aesthetics govern the upstream reaches of the Kum River, and the artificial riverine functions such as conservation of water quality, navigation and recreations govern the middle and downstream reaches. Especially, it is found that the instream flow requirement depends largely upon the construction of wastewater treatment facilities at the Kum River basin.

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Estimation of Optimum Flow for Fish Habitat for Major Tributaries in Gurm River Basin Using Two Dimensional Physical Habitat Simulation (2차원 물리서식처 모의를 이용한 금강수계 주요 지류에서의 어류서식처 최적유량 산정)

  • Oh, Kuk-Ryul;Jeong, Sang-Man;Lee, Joo-Heon;Seo, Hyung-Deok
    • 한국방재학회:학술대회논문집
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    • 2008.02a
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    • pp.691-694
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    • 2008
  • The results of research, which proposes the optimum flow considering the habitation environment of fishes in determining the instream flow, have been drawn by many researchers in Korea. In this study, the relations of weighted usable area to discharge are researched. In addition, River2D, which is the simulation model of 2D physical habitats, is applied to the main tributaries of the Geum River basin on the instream flow incremental methodology proposed in the U.S. in order to calculate optimum flow in each growth step of fish, which are the dominant species living in the river, considering the habitat of fishes in streams.

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Estimation of Instream Flow for Fish Habitat using Instream Flow Incremental Methodology(IFIM) for Major Tributaries in Han River Basin (유지유량 증분 방법론(IFIM)에 의한 한강수계 주요 지류에서의 어류서식 필요유량 산정)

  • Lee, Joo Heon;Jeong, Sang Man;Lee, Myung Ho;Lee, Yong Su
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.26 no.2B
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    • pp.153-160
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    • 2006
  • To recommend ecological flow for major tributaries in Han River basin, the Instream Flow Incremental Methodology (IFIM) have been applied. In particular physical habitat simulation using PHABSIM have been selected for microhabitat variables and QUAL2E model have been used to implement macrohabitat simulation. Habitat Suitability Criteria (HSC) for different life stages in accordance with different hydraulic variables (depth and velocity) have been presented by the field surveying data. We review IFIM procedures and discuss limitations of habitat simulation with specific reference to Han River basin. The results of this research can be used as reference flow for estimation of instream flow in Han River.

Evaluation of Supplying Instream Flow by Operation Rule Curve for Heightening Irrigation Reservoir (이수관리곡선에 의한 증고저수지의 하천유지유량 공급 가능성 평가)

  • Lee, Jae-Nam;Noh, Jae-Kyoung
    • Korean Journal of Agricultural Science
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    • v.37 no.3
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    • pp.481-490
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    • 2010
  • Baekgog reservoir is located in Jincheon county, Chungbuk province, of which full water levels will be heightened from EL. 100.1 m to EL. 102.1 m, and total storages from 21.75 $Mm^3$ to 26.67 $Mm^3$. The simulation for reservoir inflow was conducted by DAWAST model. The annual average irrigation water was estimated to 33.19 $Mm^3$ supplied to 2,975 ha and the instream flows could be allocated with 0.14 mm/d from October to April with annual average of 2.52 $Mm^3$. The operation rule curve was drawn using inflow, irrigation, and instream flow requirements data. The reservoir water storage was simulated on a daily basis in case of both normal and withdrawal limit operation. In case of normal operation, the annual average irrigation water supply increased from 31.95 $Mm^3$ to 33.32 $Mm^3$, the instream water supply from 2.40 $Mm^3$ to 2.44 $Mm^3$, the water storages from 15.74 $Mm^3$ to 19.88 $Mm^3$, and the water supply reliability from 77.3 % to 81.6 %. In case of operation with withdrawal limit, the amount of instream water supply was 2.52 $Mm^3$ from reservoir regardless of the condition while the water storage increased from 16.77 $Mm^3$ to 20.65 $Mm^3$. The irrigation water supply capacity was appropriate for the case of normal operation with 2 m heightened condition. The present instream water supply capacity was 35,000 $m^3$/d (6.86 $Mm^3$/y) while 42,000 $m^3$/d (8.36 $Mm^3$/y) in 2 m heightened condition in case of withdrawal limit operation.

ESTIMATION OF THE MINIMUM INSTREAM FLOWS FOR THE RIVERLINE AESTHETICS ON THE KEUM RIVER

  • Lee, Joo-Heon;Jeong, Sang-Man;Hong, Il-Pyo;Lee, Eun-Tae
    • Water Engineering Research
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    • v.1 no.4
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    • pp.299-307
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    • 2000
  • The method for estimating the minimum instream flows required for the riverline aesthetics, proposed by the Kim et al.(1996), has been applied to the main channel reach of the Keum river basin in Korea. To determine the minimum instream flows for eight main reaches at Keum river basin, six representative stations have been selected. This paper provides an analysis of influence on the riverline aesthetics, which is affected by change of physical components of river, by using the survey-based quantification method. The developed questionnaire based on the literature, and submitted to the 326 people who visited an each representative station. This surveying had been implemented in three times at each representative station and we had been selected a different flowrate at each implementation. The results of this analysis and survey have produced the relationship between the variation of physical components and riverline aesthetics. Survey results bout the flow comparison are summarized as follows. At the view of riverline aesthetics, most of the respondents re sensitive at the change of the flow velocity and they prefer high water level to low water level. Moreover whole respondents prefer to abundant stream flows and moderate flow velocity. The minimum flows for riverline aesthetics is estimated at each representative station by using the survey-based quantification method and the estimated results of some representative station are greater than mean monthly flow at each station. The result of the analysis appears that establishing minimum instream flows for riverline aesthetics is not only a technical problem but a legal problem. Therefore in the case of establishing the instream flows in the river, the estimated results have to be considered as relative standard.

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Evaluation on Water Supply Capability of Instream Flow of Four Dam at the Yongsan River (영산강 4개댐 하천유지용수 공급능력 검토)

  • Jang, Jung-Seok;Chung, Jin-Ho;Lee, Tae-Ho
    • Proceedings of the Korean Society of Agricultural Engineers Conference
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    • 2003.10a
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    • pp.471-474
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    • 2003
  • An attempt was made to evaluate on water supply capability of river management flow of four agricultural dam at the Yongsan River which is required instream flow because of water pollution. As a result, supply capability of agricultural use was sufficient, but supply capability of river management flow was insufficient.

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Effect on water quality and fish habitat improvement of Wonju Cheon by instream flow increasing (유지유량증가 방안에 따른 원주천 수질 및 어류서식환경 개선효과)

  • Choi, Heung Sik
    • Journal of Wetlands Research
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    • v.10 no.3
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    • pp.57-68
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    • 2008
  • For improving water quality and hish habitat environment the targeted instream flows added to the field measurement of low flow at each reach along Wonju Cheon are calculated by depth, velocity, and the present lower channel width with considering the landscape, aquatic environment, and natural ecological function. Target instream flow increasing ranged from $0.03m^3/s$ of upstream to $0.90m^3/s$ of downstream according to the proposed depths of 0.10m to 0.30m and velocity of 0.2m/s. The methods for target instream flow increasing are base flow increasing by watershed management, non polluted discharge inflow from valley and combined sewer by sewerage system modification, and discharges from upstream reservoirs and detention basins near-by stream. The possible increasing flow rates are $0.19m^3/s$ to $3.42m^3/s$ which are 1.4 to 2.5 times of low flow to be measured which are the equivalent targeted instream flows along Wonju Cheon. The BOD-based water quality improvement are analyzed by QUAL2E. The habitat suitability indices by PHABSIM of Zacco temmincki as target species at middle stream of Wonju Cheon improve significantly by low flow increasing, which is very important to improve water quality and fish habitat.

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Applications of Instream Flow Assessment Method for Ecologic Stream Establishment (생태하천 조성을 위한 유지유량 산정기법의 적용)

  • Lee, Beum-Hee
    • Journal of the Korean Society of Hazard Mitigation
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    • v.10 no.4
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    • pp.135-144
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    • 2010
  • Many plans of ecologic streams are developed and performed in several regions. In spite of obtaining of instream water is most important problem to composite an ecologic stream, assessment methods for instream water are too various to estimate an optimal result. This study shows practical assessment method which add regional needs such as stream view and necessary water quality level to the traditional method considering water shortage, water quality, ecologic system and necessary flows. It also shows a feasibility of instream water obtaining project in Daejeon city.