• Title/Summary/Keyword: Riverbed structure

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Submerged Structure Surveying using Digital Image (디지털 영상을 이용한 수중구조물 측량)

  • Park Kyeong Sik;Jung Sung Heuk;An Jeong Ook;Lee Jae Kee
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.23 no.4
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    • pp.401-408
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    • 2005
  • Presently many constructions establish in underwater, but approaching to underwater constructions are difficult, for comparing with ground, underwater environment is different in media. Usually measurement methods for underwater constructions are using tapes, using depth gauges, using acoustic positioning systems. But, tapes are hard to measure the correct distance, for applying a right tension is not easy in underwater. Depth gauges have a weakness in settling, for it takes long time to do it. Acoustic positioning systems don't work well in confined spaces and cost a lot. Hence, the purpose of this study is, at first, to understand rays path in multimedia like water, glass and air. The second thing is to perform a camera calibration at the field to compare with the interior orientation parameter. And the third thing is to find out whether photogrammetry is applied for underwater object in using cube for accuracy examination. The last thing is to perform underwater photogrammetry about underwater object, which is pier model and riverbed. We came to the conclusion through this experiment that the applying underwater photogrammerty for underwater constructions and underwater ground is possible.

Performance Evaluation of Recycled Aggregate Concrete Block Reinforced with GFRP (GFRP로 보강된 순환골재콘크리트 블록의 성능평가)

  • Kim, Yongjae;Lee, Hyeongi;Park, Cheolwoo;Sim, Jongsung
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.14 no.12
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    • pp.6565-6574
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    • 2013
  • Precast concrete blocks are used mainly for score protection, slope protection and riverbed structure protection, etc. Because these concrete blocks are exposed to water or wetting environments, the steel rebar used as reinforcements in concrete blocks can corrode easily. Corrosion of the steel rebar tends to reduce the performance and service life of the concrete blocks. In this study, Glass Fiber Reinforced Polymer(GFRP) rebar, which does not corrode, was applied instead of a steel rebar to prevent performance degradation of the blocks. Recycled concrete aggregate and high early strength cement(HESC) were used in the concrete mix for field applicability. The experiment results showed that the workability and form removal strength of the recycled aggregate concrete using HESC showed comparable results to normal concrete and the compressive strength at 28 days increased by about 18% compared to normal concrete. The load resistance capacity of the recycled aggregate concrete blocks reinforced with a GFRP rebar increased by approximately 10~30% compared to common concrete block.

Numerical Analysis of Flow and Bed Changes for Selecting Optimized Section of Buried Water Pipeline Crossing the River (하천을 횡단하는 도수관로의 최적 매설구간 선정을 위한 흐름 및 하상변동 수치모의)

  • Jang, Eun-Kyung;Ji, Un
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.15 no.3
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    • pp.1756-1763
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    • 2014
  • A water pipeline buried under the riverbed could be exposed by bed erosion, therefore safe crossing sections should be analyzed for preventing damages due to the exposure of pipelines. In this study, flow and bed changes have been simulated using a two-dimensional numerical model for selecting the optimized section of pipeline crossing in the Geum River. As a result of simulation with the 20-year recurrence flood, sediment deposition has been distributed overall in the channel and bed erosion over 2 m has occurred near bridge piers. For the extreme flood simulation, the channel bed near the bridge piers has been eroded down to the buried depth. Therefore, within 140 m upstream of the bridge piers, bed erosion affects a buried pipeline in safety due to bridge pier effects and the crossing section over 150 m upstream of bridge piers is selected as a safe zone of a water pipeline.

Changes of Gill Structure and Identification of Genes by Muddy Water Exposure in Cyprinus carpio (잉어(Cyprinus carpio)에서 탁수 노출에 의한 아가미 미세구조 변화와 유전자 확인)

  • Shin, Myung-Ja;Lee, Jong-Eun;Seo, Eul-Won
    • Korean Journal of Ecology and Environment
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    • v.44 no.1
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    • pp.95-101
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    • 2011
  • Present study aimed to investigate morphological change and gene expression in the gill of Cyprinus carpio after exposure against muddy water caused by riverbed disturbance with various rearing condition. The gill of C. carpio showed abnormal shapes in its secondary lamellae and a rough surface with impure debris after exposed to muddy water for 80 days. In addition, the gills showed the edema, the exfoliation of epithelial cell, and the fusion of the secondary lamellae. Using 20 ACPs, 24 differentially expressed genes (DEGs) exposed to muddy water for 80 days were identified. 17 genes among them were up-regulated, while 7 genes were down-regulated in preterm deliveries. A BLAST searches revealed that 3 genes were revealed known genes as calcium transporter 1 (TRPV6) mRNA, macha mRNA for putative puroindoline b protein, and Efnb3 protein-like. Therefore, it is considered that Efnb3 gene from gill would be a useful indicator for neurobehavioral changes in fish influenced by muddy water.

Properties of Channel and Evolutions of Fluvial Terraces in Odae River (오대천의 특성과 하안단구의 형성과정)

  • Lee, Gwang-Ryul
    • Journal of the Korean Geographical Society
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    • v.44 no.3
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    • pp.224-239
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    • 2009
  • This study analyzes the properties of fluvial landforms in the upper and lower reaches and investigates the evolutions of stream and fluvial terrace in the Odae river basin. The lower basin of the river that consist of sedimentary rocks resistant to weathering and erosion processes shows higher altitude, relief and slope than the upper basin that consist of granite less resistant to weathering and erosion processes. The average width of river valley at the lower reaches is one-third to the upper reaches and the average width of river channel at the lower reaches is narrower than at the upper reaches. Based on the OSL age dating, the fluvial terrace T1 formed at the temperature-rising period during the late MIS 2 and T2 formed at the middle MIS 3, interstadial period during the last glacial period. Based on the these results, the average incision rates of Odae river are calculated as 0.205m/ka and 0.269m/ka at the upper granite area and lower sedimentary rocks area, respectively.

Distribution Characteristics of the Incised Meander Cutoff in Gyeonggi and Gangwon Provinces, Central Korea (경기${\cdot}$강원 지역 감입곡류 하천의 곡류절단면 분포 특성)

  • Lee Gwang-Ryul;Yoon Soon-Ock
    • Journal of the Korean Geographical Society
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    • v.39 no.6 s.105
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    • pp.845-862
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    • 2004
  • The aim of this study is to investigate distribution characteristics of incised meander cutoff in Gyeonggi and Gangwon Provinces of Central Korea. The density of meander cutoff is highest in the mountain rivers including Naerin and Dongdae flowing on Jeongseon-gun and Inje-gun of Gangwon Province. Most of meander cutoff process has been occurred repeatedly during the Quaternary period, especially concentrated in the period of climatic change between glacial and interglacial stages. In the aspect of the lithology, the density of cutoff is highest in sedimentary rock, but lowest in igneous rock. As for geological structure, its frequency is high at $11{\sim}20km$ westerly away from the Taebaek Mountains, at subsequent channel, lower part of resequent channel, and channels crossing the fault line. The relation between distance from the Taebaek Mountains and altitude is very obvious at the western side of the Taebaek Mountains. The values of altitude, height from riverbed, and stream order are highest at sedimentary rock and lowest at volcanic rock.

Development and verification of a riverbed protection device to prevent the loss of bed materials at the downstream of the river structure (하천 횡단 구조물 하류에서 하상재료 유실 방지를 위한 하상보호장치 개발 및 검증)

  • Kim, Min Gyu;Jun, Sang Mi
    • Proceedings of the Korea Water Resources Association Conference
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    • 2020.06a
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    • pp.45-45
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    • 2020
  • 하천 횡단구조물 하류부에서는 고유속 및 ±압력에 의해 하상재료가 유실되는 세굴현상이 발생한다. 이러한 세굴을 방지하기 위해 횡단구조물 하류부에는 석재, 콘크리트 및 콘크리트 블록 등을 설치 및 포설하여 하상보호공을 설치한다. 하상보호공을 설치하면 설치된 부분은 세굴이 방지 되지만, 하상보호공 끝단 이후에는 지반이 노출되어 있어 노출된 지반에서 고유속 흐름 및 압력변화에 의한 세굴이 발생하는 경우가 많다. 이에 본 연구에서는 하상보호공 끝단 즉, 하상이 노출된 지반에서 압력변화에 따라 하상재료가 유실되므로 압력에너지를 감쇄시키기 위한 하상보호장치를 개발하였다. 개발한 하상보호장치는 본래 다수개가 열을 지어 메트릭스 형태로 설치되도록 하여야 하지만 실험 여건상 단일체로 수리실험을 진행하였다. 하상보호장치는 상판과 하판이 조립된 형태이며 상판과 하판 사이에 이격공간이 구비되어있다. 하상보호장치 검증을 위해 상판과 하판에 쓰이는 판은 수로재질과 같은 아크릴로 제작하였으며, 하상재료의 공극률을 반영하여 다공성 판으로 제작하였다. 다공판의 전체 구멍 면적 대비 판 면적은 35 % 로 동일하다. 상판 구멍 지름 15.0 mm, 4.5 mm 2가지로 제작하였으며, 하판 구멍 지름 3.0 mm 으로 동일하다. 압력변화가 큰 곳에서 작은 곳으로 물이 이동하게 되므로 고유속 수리조건에서 상판과 하판 사이에서의 압력변화를 측정하기 위해 판 중간에 압력계를 설치하였다. 하상보호장치 설치지점 앞 0.3 m 부근에 PIV를 설치하여 유속을 측정하였다. 실험결과 상판의 구멍 직경(15.0 mm)이 클 경우 상판부 압력이 하판부로 전달되어 하판에서 측정되는 압력이 증폭 되었으며, 상판의 다공성 구멍 직경(4.5 mm)이 작을 경우 상판부에서 하판부로 전달되는 압력이 감소하여 하판에서 측정되는 압력이 감소하였다. 상판과 하판의 다공성 구멍의 직경을 적절한 사이즈로 조절하면 상판부의 압력이 하판부로 전달되는 것을 막고 압력에 의해 하상에서 흡출되는 유사를 막을 수 있는 것으로 판단되며 추후 상판과 하판의 다공성판 구멍 직경의 상대적 차이에 따른 압력 감소효율에 관한 연구가 필요하다고 판단된다.

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An Identification of Domestic Habitat and Settlement of the Invasive Exotic Fish Brown Trout, Salmo trutta (침입성 외래어류 브라운송어 Salmo trutta의 국내 서식 및 정착 확인)

  • Cheol Woo Park;Young-Jin Yun;Jong Wook Kim;Dae-Yeul Bae;Jae Goo Kim;Su Hwan Kim
    • Korean Journal of Ichthyology
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    • v.34 no.4
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    • pp.270-276
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    • 2022
  • In 2020 and 2022, the habitat of brown trout (Salmo trutta) was investigated in the Soyanggang River in Chuncheon, Gangwon province. As a result of the fish survey, A total of 43 individuals brown trout were identified. The total length of brown trout was widely confirmed from 60 cm or more to less than 10 cm. In January 2020, sperm release and spawn were observed in male and female confirmed at the St. 1. Brown trout were identified stably settled in the Soyanggang River and continues to live. In addition, benthic macroinvertebrates that can act as food sources of brown trout and abundantly inhabited. The riverbed structure is evenly composed of fine gravel and gravel, which constitutes the conditions necessary for habitat and spawning. However, the spawning grounds, spawned eggs and hatched fry have not yet been clearly identified, so continuous research is needed.

Ecological Characteristics of Korean Aucha Perch, Coreoperca herzi in Jaho Stream, Korea (자호천에 서식하는 꺽지(Coreoperca herzi)의 생태 특징)

  • Byeon, Hwa-Keun
    • Korean Journal of Environment and Ecology
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    • v.34 no.3
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    • pp.216-223
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    • 2020
  • This study investigated the ecological characteristics of Coreoperca herzi at Jaho stream from September 2018 to August 2019. This species inhabited riffle and midstream of the stream, where the riverbed structure was mostly covered with cobble and pebble. The depth of the habitat was 32-157 cm, and the velocity of stream fast at 0.64±0.28 (0.32-1.28) m/sec. The gender ratio of females to males was 1:0.95. The age according to the frequency analysis of total length indicated that the group with 42-80 mm in total length was one year old, the group with 80-130 mm was two years old, the group with130-200 mm was three years old, and the group over 200 mm was four years old. The total length of sexually mature fishes was 65 mm for females and 70 mm for males. The sexually mature individuals grown in nature had a smaller total length than those reared in a laboratory. The spawning season was from May to late July, and the water temperature was 18.4-26.4℃ during the period. The prosperous spawning season was from May to June, and the water temperature was 18.4-21.8℃ during the period. The average number of eggs in the ovaries was 462 (151-919) per mature female, and the matured eggs were yellowish and spherical with a mean diameter of 2.31±0.33 (1.93-3.10) mm. Calculation length-weight relation of Korean aucha perch showed the constant a as 0.00002 and b as 3.01, condition factor (K) as 1.76 (1.01-2.63) on average, and the slope was a positive value of 0.0005.

Assessment of Ecological Health of the Namcheon Stream using Epilithic Diatoms (부착규조를 이용한 남천의 하천 생태 건강도 평가)

  • Jeong, Ae-Suk;Jang, Seong-Hyun;Lee, Jung-Ho
    • Korean Journal of Environment and Ecology
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    • v.26 no.6
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    • pp.970-979
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    • 2012
  • The purpose of study was to analyze the ecological health of the Namcheon Stream using Index of Biotic Integrity(IBI) Qualitative Habitate Evaluation Index(QHEI) and Water quality condition. Diatom samples were collected from ten sampling sites in the stream at total four times in 2006 and 2007. To assess ecological health of the stream, it was used modify metrics proposed by USEPA(1999). IBI values of the stream averaged 23 which was judged as a "fair". Physical habitate evaluation analysis showed that QHEI values in the stream averaged 57 indicating a "poor" condition. Water quality condition in the stream averaged "II" indicating a "a little good" condition In conclusion, ecological health of the Namcheon Stream was "fair" condition that means habitate minimally disturb in the aquatic environment and relatively good water quality. Especially, St. 6 St. 7, St. 8, and St. 9 showed that QHEI values in the stream averaged 47 indicating a "poor" condition. St. 6 exists mostly to interfere with the flow of the river piers and artificial beams around. They are also serious disturbance at riverbed structure in aquatic ecosystems. St. 10 was good about habitate condition however, it was disturbance of aquatic ecosystems due to nutrient. It is suggest that St. 10 needs to be managed for nutrient inflows.