• Title/Summary/Keyword: 여울-소 출현

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Influences of River Crossing Structures on the Frequency of Riffles (하천횡단구조물이 여울 출현빈도에 미치는 영향)

  • Kim, Ki Heung;Park, Hyun Sub;Jung, Hea Reyn
    • Proceedings of the Korea Water Resources Association Conference
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    • 2018.05a
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    • pp.465-469
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    • 2018
  • 여울과 소는 하천의 물리적 특성(경사, 하상재료, 지질의 형태)에 따라 자연적으로 형성되며, 이에 따라 하도 지형이 다양하게 변화하고 생물의 서식처의 다양성이 확보됨으로써 하천의 생태환경에 긍정적인 영향을 미친다. 우리나라의 경우 하천주변의 충적평야에서 벼농사가 이루어지므로 아주 많은 농업용 취수보가 설치되어 있으며, 또한 하상경사가 급하므로 하상안정을 위하여 낙차공 등의 하상유지공도 상류에 많이 설치되어 있는 실정이다. 취수보 및 하상유지공 등의 하천횡단구조물은 하상의 종적 연속성을 단절시키고, 상류측에 대규모의 정체수역을 형성함으로써 하도의 자연적인 여울-소 지형특성을 훼손함과 더불어 흐름 다양성을 단순화시킨다. 이러한 하천횡단구조물의 부정적 영향은 수서동물의 이동통로를 차단할 뿐 아니라 수서동물의 서식처를 단순화함으로써 생태계에 부정적 영향을 미쳐서 생물종의 다양성을 훼손하는 심각한 문제를 초래하고 있다. 본 연구에서는 하천횡단구조물이 여울-소의 형성에 미치는 영향을 규명하기 위하여 경상남도의 하천 중 유역면적이 $100km^2$ 이상인 하천 중에서 하천횡단구조물의 영향을 받는 하천의 구간과 하천횡단구조물의 영향을 받지 않는 하천의 구간을 분류하여 하천횡단구조물이 여울-소에 미치는 영향을 분석하였다. 하천횡단구조물이 여울-소 형성에 미치는 영향을 하상경사에 따라 구분하였으며 그에 따라 하천횡단구조물이 여울에 미치는 영향을 비교하였다. 상류에는 배수위의 영향으로 정체수나 인위적인 평여울이 발생하며, 하류에는 낙차로 인하여 소나 여울이 발생하지만, 그 빈도는 하천횡단구조물의 설치 간격에 따라 자연상태에서 보다는 현저히 낮게 나타났다. 경남 지방에서 유역면적 $100km^2$ 이상인 30개 하천 중에서 16개의 하천에 설치된 하천차단시설물은 보 405개소와 낙차공 129개 총 534개를 조사하였으며, 하천차단시설물의 설치간격 및 높이가 여울-소의 형성에 가장 큰 영향을 미친다는 사실을 확인하였다.

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A Case Study of the Habitat Changes for the Fish Community due to the Restoration of Pool-Riffle Sequence (여울-소 출현 복원을 통한 다양한 어종의 서식처 변화 연구)

  • Choi, Heung Sik;Choi, Jonggeun;Choi, Byungwoong
    • Ecology and Resilient Infrastructure
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    • v.7 no.1
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    • pp.53-62
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    • 2020
  • The present study aimed to investigate the impact of the restoration of the restoration technique on fish habitat using a physical habitat simulation in the Wonju-cheon Stream, Korea. The target species were Pungtungia herzi, Zacco platypus, and Zacco Koreanus, a dominant and sub-dominant species in the Wonju-cheon Stream. The River2D model was used for the computation of the flow and the habitat suitability index model was used to estimate the quality and quantity of habitat using habitat suitability curve. To assess the impact of pool-riffle sequence on change of fish habitat, this present study conducted using the each representative distance, namely, 50 m, 100 m, 200 m, and 300 m. Simulation results indicated that the pool-reffle sequence significantly increased the habitats for the target species than the result without considering pool-riffle sequence. On average, 53% of the Weighted Usable Area (WUA) increased due to pool-riffle sequence in the study area.

An Physical Disturbance Evaluation on Sand Mining River (골재채취 하천의 물리적 교란 평가)

  • Kim, Ki-Heung;Jung, Hea-Reyn
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.1985-1990
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    • 2008
  • 1970년대 이후의 고도경제성장기에 치수대책과 동시에 건설골재로서 하상이 굴착된 하천이 많으며, 국가하천 지정구간외에서는 평균하상고가 1.0m 이상 저하한 하천구간도 많다. 또한 국가하천은 상류의 사방공사나 댐건설에 의한 영향이 복합적으로 하도에 나타나고 있어 하상굴착이 하도특성에 어떤 영향을 미치는가를 실증적(實證的)으로 검증하는 것은 어려운 과제이다. 하천에서의 골재채취는 제방부의 침식에 의한 호안파괴, 하상저하에 따른 교량이나 취수보 등 구조물의 기초 노출이 치수적인 문제를 야기할 뿐만 아니라, 단시간내에 하도의 지형구조를 급격하게 변화시켜 여울 소의 하상구조 교란이나 수중 및 하천변의 서식처 파괴 등으로 하천의 물리적 환경에 큰 영향을 미침으로써 생태계를 교란하거나 파괴하는 결과를 초래하게 된다. 본 연구에서는 골재채취로 인하여 교란된 하천의 복원 및 적응관리 계획수립의 전단계에 필요한 교란평가기법을 개발하기 위하여 황강, 남강 및 감천을 대상으로 하여 대조구간과 교란구간을 선정하고 조사 분석하였다. 하천골재 채취가 없거나 경미한 대조구간에서는 홍수량이 변하지 않으면 terrace 모양의 하안부 재료가 하상재료와 거의 같기 때문에 홍수가 있으면 침식된 원래의 하폭으로 회복되는 방향으로 변하지는 않는 경향이 나타났다. 반면에 골재채취가 많은 경우 큰 홍수시의 저수로부의 수심을 증가시키기 때문에 수충부 등의 최심하상고가 크게 되는 경향이 있었으며, 고수부는 침수되는 빈도와 수심이 감소하기 때문에 토사의 퇴적속도(고수부의 상승속도)의 감소, 퇴적물의 세립화 경향이 나타나서 모래, 실트가 퇴적하지 않는 고수부상에 모래, 실트가 퇴적되는 경우가 있고, 반대로 고수부의 퇴적속도가 상승하는 경우도 있었다. 골재채취로 횡단방향의 평탄화가 초래되어 여울 소의 하상구조가 교란됨과 동시에 구간별로 종단경사가 완만해지며, 대부분 교량부에 하상유지공을 설치해야 할 정도로 하상경사가 급변하는 구간이 다수 조사되었다. 또한 선행연구에서 개발된 하상서식환경, 하상재료, 유속/수심상황, 유사퇴적, 하도흐름상태, 하도개수, 여울출현 빈도, 하안 안정성, 식생피복 및 하반림 등 10개의 교란평가항목을 적용하여 대조구간과 비교 평가하였다.

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Characteristics of Fish Community in Gap Stream by Habitat Type (서식처 유형에 따른 갑천의 어류군집 특성)

  • Lee, Dong-Jun;Byeon, Hwa-Kun;Choi, Jun-Kill
    • Korean Journal of Ecology and Environment
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    • v.42 no.3
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    • pp.340-349
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    • 2009
  • The natural type section of Gap Stream was divided into 7 sites, such as, closed pool, runs, riffle, opened pool, pool, reek-scattered riffle, and Dam-type pool. The ecological characteristics of fish community at each site was examined from April, 2007 to October, 2008. During the survey period, 29 species belonging to 8 families were collected, and Carassius auratus (St. 1), Coreoleuciscus splendidus (St. 3), Acheilognathus lanceolatus (St. 4) and Zacco platypus (St. 2, 5, 6, 7) were characteristic species that represent each habitat. The species of C. auratus preferred physical habitat with sand-bottom pool, moderate depth of 65$\sim$90 cm, and stagnant water. The species of C. splendidus mainly preferred physical habitat with cobbles and pebbles are scattered riffles (St. 3), moderate depth of 65$\sim$90 cm, and flow velocity is 0.14$\sim$0.85 m $sec^{-1}$. It also preferred where concentration of BOD, COD, TN, TP and SS is low and DO's value is high, because the flow velocity is fast. A. lanceolatus preferred where the depth of water is low (3$\sim$44 cm) like an opened pool (St. 4) and the flow velocity is slow (0.01$\sim$0.02 m $sec^{-1}$). Z. platypus dominated in a variety of habitats such as runs (St. 2), pool (St. 5), rock-scattered riffles (St. 6) and D-type pool (St. 7), and it preferred places where flow is abundant and riverbed structure is diverse. On the other hand, 4 individuals of Iksookimia choii appeared at reek-scattered riffles (St. 6). I. choii appeared in this research lived in where the width of river is 24 m, the depth of water is 3$\sim$35 cm and the flow velocity is 0.01$\sim$0.49 m $sec^{-1}$, and riverbed structure was diversely formed with boulder to sand. Also, water temperature, EC, BOD, COD, TN and TP was low, but concentrations of DO and SS were high comparatively. Therefore, it seems that I. choii can live only in physical and chemical environment with similar conditions.

Study on Community Structure of Benthic Macro-Invertebrates Inhabiting in an Urban Restoration Stream, Gongchon-cheon, in Incheon City (인천시 도시복원하천 공촌천의 저서성대형무척추동물의 군집 구조에 관한 연구)

  • Song, Yeong-Ju;Ju, Yong-Don;Park, Bo-Sun;Lee, Hee-Jo;Chae, Do-Young;Kim, Jong-Myung;Bae, Yang-Seop
    • Journal of Wetlands Research
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    • v.16 no.4
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    • pp.371-378
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    • 2014
  • The subject of this study is the Gongchon-cheon which is one of the largest streams in Incheon and is closely related to lives of citizen. Comparative analysis is made on the changes of the environment and the ecological condition of Gongchon-cheon after the stream naturalization construction which is completed in July 2009. From the results of the survey, 32 species in 2004, 22 species in 2009 and 46 species in 2010 have been recorded. The number of the species decreased from 2004 to 2009 due to the disturbance of the river environment, and it increased in a short time from 2009 to 2010 because of the recovery of the environment. It demonstrates the stream naturalization construction providing enough environments (dikes and rapids) for the benthic macro invertebrates. The result of the present study is similar with the river's biology index, ESB index, and KSI index, and also it is similar with the pattern of the appearance, which illustrates that the species decreased during the naturalization construction, and increased after the stabilization since the finish of the naturalization construction, and it has been confirmed that the naturalization construction provides the better environment for the inhabitation of organisms.

Distribution Status and Habitat Characteristics of the Endangered Species, Lethenteron reissneri (Petromyzontiformes: Petromyzontidae) in Korea (멸종위기어류 다묵장어 Lethenteron reissneri (Petromyzontiformes: Petromyzontidae)의 분포 및 서식지 특성)

  • Ko, Myeong-Hun;Moon, Shin-Joo;Hong, Yang-Ki;Lee, Gun-Young;Bang, In-Chul
    • Korean Journal of Ichthyology
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    • v.25 no.4
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    • pp.189-199
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    • 2013
  • The distribution status and habitat characteristics of the endangered species, Lethenteron reissneri were investigated in 2011~2012 in Korea. During the study period, L. reissneri were collected 60 stations among 755 sampling stations investigated. The total numbers of ammocoetes and adults were 208 and 435, respectively from eight stations of the Han River drainage system, four stations of Geum River drainage system, 32 stations of Seomjin and Yeongsan River drainage systems, and 16 stations of Nakdong River drainage system. The Han and Geum river drainage systems, the Sapkyo Stream and independent streams running toward the East Sea were estimated to have suffered sudden reductions of population density, whereas the Seomjin River drainage system showed increased population density compared with historic occurrence records. L. reissneri inhabited the middle-upper stream of clean water with well-developed rapids and lots of aquatic organisms. According to IUCN Red List categories and criteria L. reissneri was assessed to be vulnerable (VU) [B2ab (ii,iii,iv,v);D1] because of the rapid reduction of the occupying areas and the small number of mature individuals. Besides the distribution status and habitat characteristics we discussed the conservation strategies of L. reissneri.

Change of Ichthyofauna and Fish Community on Natural Stream Restoration In Jeonju-chon stream, Jeollabuk-do, Korea (전주천의 자연형 하천 복원에 따른 어류상 변화 및 군집분석)

  • Park, Jong-Young;Kim, Su-Hwan;Ko, Myeong-Hun;Oh, Min-Ki;Shin, Jin-Cheol
    • Korean Journal of Environment and Ecology
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    • v.23 no.5
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    • pp.381-391
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    • 2009
  • This is the study of the effects and changes on the ichthyofauna and fish community in Jeonju-cheon stream (located in Jeonju Cit, Jeollabuk-do, South Korea) after the implementation of the Natural Stream Restoration Project. The restoration of the stream was carried out between April 2000 and December 2002, and it covered the mid-section of the stream starting from the upstream of Hanbyeok Bridge down to Samcheon where branches of water join. It is 7.2 km long and passes through the downtown area. In this study, comparisons were made before and after the restoration. Before the restoration (1975 to 1999), the number of fish species collected from the Jeonju-cheon stream turned out to be 12 to 18 species, whereas after the restoration (2003 to 2008), it increased up to 34 species in total. Especially in the case of the middle and downstream sections running across the central regions of the city (Daga Bridge to Seosin Bridge), the number of fish species significantly increased from 5 species to 22 species. Such a dramatic increase of fish species appears to be directly related to the restoration of the stream which was designed to improve the quality of water by preventing polluted sewage water from running into the stream. Besides, the structure of stream bed which became more diversified into various components such as marshes and shallows, as well as rocks, Pebbles, sand and clay, also contributed to the increase of fish species.

Stable Channel Design for Physical Disturbance Reduction and Analysis of Habitat Suitability (물리적 교란 저감을 위한 안정하도의 설계와 서식적합도 분석)

  • Lee, Woong Hee;Moon, Hyong Geun;Choi, Heung Sik
    • Ecology and Resilient Infrastructure
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    • v.4 no.3
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    • pp.169-179
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    • 2017
  • This study analyzed the aspect of bed change according to the stable channel design on the Wonju River to quantitatively evaluate habitat suitability (HS). According to the result of evaluating stable channel of object section in the Wonju River, 17 sections among total 20 sections were stable and 3 sections were unstable. Physical disturbance improvement evaluation (PDIE) was the range average showed good disturbance condition with a range average of 112.17 points. Habitat suitability index of Zacco Koreanus, the most dominant species of the Wonju River, was used for analysis of physical habitat for fish. According to the physical habitat analysis result, HS was 0.16 and weighted usable area (WUA) was $347.68m^2$. The methods of improving/introducing/removing structures and dredging stream channel were used for stable channel design of unstable channel, and analyzed PDIE according to the aspect of bed change and changes in habitat suitability. Stable channel design was possible in 19 sections in times of structures improvement/introduction/removal, and PDIE was 117.53 points, HS was 0.14 points, and WUA was $313.37m^2$. Stable channel design was possible in all 20 sections when dredging the stream channel. PDIE was 116.50 points, HS was 0.16, and WUA was $332.14m^2$. Therefore, this study obtained channel design measures that can improve physical soundness and stability of the Wonju River, and it was analyzed that it will have no impact on changes of physical disturbance and physical habitat. Furthermore, this study analyzed velocity and depth of each section and appearance frequency of riffle and pool to analyze correlation between physical disturbance and physical habitat. According to the analysis result, it was identified that the analysis of riffle and pool showed similar result as the evaluation result of physical habitat.

An analysis on geomorphic and hydraulic characteristics of dominant discharge in nam river (남강의 지배유량에 대한 하도지형 및 수리 특성 분석)

  • Kim, Ki Heung;Lee, Hyeong-Rae;Jung, Hea Reyn
    • Journal of Korea Water Resources Association
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    • v.49 no.2
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    • pp.83-94
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    • 2016
  • Geomorphological, bed material and hydraulic characteristics are basis informations for the planning, design and management of the river in the aspect of flood control and environmental conservation, and it is very important to use these informations for the design of stable channel. In this study, dominant discharge was selected, geomorphological and hydraulic characteristics were analyzed using that discharge and also the characteristics of bed materials distribution were analyzed and bed materials-flow resistance relationship was evaluated, for the upstream section of Namgang dam. The dominant discharge was estimated a return period of approximately 1.5 year and stream type were classified Segment 1 and Segment 2 in this stream. Also, the frequency of riffle-pool showed 4.4 because this study area has the characteristics of natural channel that have not channel-crossing structures. In dominant discharge, according to the results that analyzed relationship between $h/d_{50}$ and $V/u_*$ to calculate flow resistance by bed materials, Julian's formula showed to appropriate in channel where is relatively close to natural river and is predominantly consisted of gravel, cobble, boulder and rock in mountain, and it was confirmed that the image processing methodology will be easily applied to the analysis of bed materials distribution in future.