• Title/Summary/Keyword: 실규모 하천실험

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Determination of Permissible Shear Stresses on Vegetation Mats by Soil Loss Evaluation (토양 손실 평가에 의한 식생매트의 허용 소류력 결정)

  • Lee, Du Han;Rhee, Dong Sop;Kim, Myounghwan
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.14 no.11
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    • pp.5956-5963
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    • 2013
  • By the activation of environment-friendly river works, application of vegetation mats is increasing, however, evaluation techniques for hydraulic stability of vegetation mats are not presented. This study is conducted to develop the objective test method for vegetation mats. Two kind of vegetation mats are tested by the real scale experiments, and hydraulic quantities are measured and analyzed to evaluate acting shear stresses. To evaluate soil loss, Terrestrial 3D LiDAR measurement is conducted and soil loss index are calculated from changes of bed elevation. Quantified evaluation for permissible shear stresses is conducted by graphical method for acting shear stresses and soil loss index. By the results of precision survey, changes of sub soil are limited to local range in stable cases and relatively large changes of sub soil which is similar to natural river bed are detected in unstable cases. From the study, evaluation of permissible shear stresses by ASTM D 6040 is avaliable in the failure mechanism and failure criteria by soil loss index.

Uncertainty Assessment of Stationary ADCP Discharge Measurement using Standardized GUM Framework (GUM 표준안을 이용한 고정 측정 방식 ADCP의 유량 측정 불확도 평가)

  • Kim, Dongsu;Kim, Jongmin;Kim, Seojun
    • Proceedings of the Korea Water Resources Association Conference
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    • 2016.05a
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    • pp.102-102
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    • 2016
  • 일반적으로 수자원분야에서 사용되는 기초 자료 중 하나인 유량측정 성과는 설계홍수량 산정, 지점의 수위-유량 관계곡선식 산정 등 유역의 이 치수를 위한 설계나 장 단기 계획을 수립하기 위한 기초자료로서 사용되어지고 있으며, 2차원 및 3차원 수치해석을 위한 입력 자료로 사용되고 있다. 유량측정의 성과는 이렇듯 다양한 방면으로 활용되어지고 있는 반면 현재 국내에서는 측정의 성과에 대한 신뢰성을 나타낼 수 있는 지표가 제시되고 있지 않은 상황이다. ISO(International Organization for Standardization) 및 BIPM, IFCC 등 6개 기구는 공동으로 측정 불확도 산정 지침서(GUM, Guide to the expression of Uncertainty in Measurement, 1993)을 제시하였고, 최근 WMO에서는 GUM 표준안을 하천 유량 측정 불확도 산정방법으로 공인하고 있다(JCGM 100, 2008). 이에 따라 본 연구에서는 최근 유량 측정에 활발하게 사용되고 있는 ADCP의 유량 측정 성과에 대한 불확도를 GUM 표준안 기반으로 평가하고자 한다. ADCP의 측정 방법은 고정측정 방식이고, 유속-면적법으로 계산된 유량에 대한 측정 불확도를 평가하였다. 실험은 실규모에서 유량을 제어할 수 있는 건설기술연구원 하천실험센터에서 수행되었고, 사용된 유속 측정 장비는 SonTek사의 micro-ADV와 ADCP M9을 사용하였으며, ADV로 측정된 결과를 참값으로 가정한 후 실험 및 분석을 수행하였다. GUM 표준안 기반의 불확도 평가를 위해 사용된 관계식 및 불확도 요인들은 선행 연구들을 기반으로 하되, 본 실험을 통해 분석된 수치로 변경하여 최종적인 ADCP 유량 산정 불확도를 평가하였다. 본 연구에서는 고정측정 방식 ADCP의 유량 측정 결과를 GUM 표준안에 적용하여 불확도를 평가하였으며, 추가적인 연구를 진행하여 일반적으로 사용하고 있는 이동측정 방식 ADCP의 유량 측정 결과에 대한 불확도를 평가할 수 있을 것으로 기대되며, 이러한 결과는 설계 홍수량 산정이나 수위-유량 관계 곡선식 산정 등 다양한 분야에 적용할 수 있을 것으로 사료된다.

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Development of Suspended Sediment Concentration Measurement Technique Based on Hyperspectral Imagery with Optical Variability (분광 다양성을 고려한 초분광 영상 기반 부유사 농도 계측 기법 개발)

  • Kwon, Siyoon;Seo, Il Won
    • Proceedings of the Korea Water Resources Association Conference
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    • 2021.06a
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    • pp.116-116
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    • 2021
  • 자연 하천에서의 부유사 농도 계측은 주로 재래식 채집방식을 활용한 직접계측 방식에 의존하여 비용과 시간이 많이 소요되며 점 계측 방식으로 고해상도의 시공간 자료를 측정하기엔 한계가 존재한다. 이러한 한계점을 극복하기 위해 최근 위성영상과 드론을 활용하여 촬영된 다분광 혹은 초분광 영상을 통해 고해상도의 부유사 농도 시공간분포를 측정하는 기법에 대한 연구가 활발히 진행되고 있다. 하지만, 다른 하천 물리량 계측에 비해 부유사 계측 연구는 하천에 따라 부유사가 비균질적으로 분포하여 원격탐사를 통해 정확하고 전역적인 농도 분포를 재현하기는 어려운 실정이다. 이러한 부유사의 비균질성은 부유사의 입도분포, 광물특성, 침강성 등이 하천에서 다양하게 분포하기 때문이며 이로 인해 부유사는 지역별로 다양한 분광특성을 가지게 된다. 따라서, 본 연구에서는 이러한 영향을 고려한 전역적인 부유사 농도 예측 모형을 개발하기 위해 실내 실험을 통해 부유사 특성별 고유 분광 라이브러리를 구축하고 실규모 수로에서 다양한 부유사 조건에 대한 초분광 스펙트럼과 부유사 농도를 측정하는 실험을 수행하였다. 실제 부유사 농도는 광학 기반 센서인 LISST-200X와 샘플링을 통한 실험실 분석을 통해 계측되었으며, 초분광 스펙트럼 자료는 초분광 카메라를 통해 촬영한 영상에서 부유사 계측 지점에 대한 픽셀의 스펙트럼을 추출하여 구축하였다. 이렇게 생성된 자료들의 분광 다양성을 주성분 분석(Principle Component Analysis; PCA)를 통해 분석하였으며, 부유사의 입도 분포, 부유사 종류, 수온 등과의 상관관계를 통해 분광 특성과 가장 상관관계가 높은 물리적 인자를 규명하였다. 더불어 구축된 자료를 바탕으로 기계학습 기반 주요 특징 선택 알고리즘인 재귀적 특징 제거법 (Recursive Feature Elimination)과 기계학습기반 회귀 모형인 Support Vector Regression을 결합하여 초분광 영상 기반 부유사 농도 예측 모형을 개발하였으며, 이 결과를 원격탐사 계측 연구에서 일반적으로 사용되어 오던 최적 밴드비 분석 (Optimal Band Ratio Analysis; OBRA) 방법으로 도출된 회귀식과 비교하였다. 그 결과, 기존의 OBRA 기반 방법은 비선형성을 증가시켜도 좁은 영역의 파장대만을 고려하는 한계점으로 인해 부유사의 다양한 분광 특성을 반영하지 못하였으며, 본 연구에서 제시한 기계학습 기반 예측 모형은 420 nm~1000 nm에 걸쳐 폭 넓은 파장대를 고려함과 동시에 높은 정확도를 산출하였다. 최종적으로 개발된 모형을 적용해 다양한 유사 조건에 대한 부유사 시공간 분포를 매핑한 결과, 시공간적으로 고해상도의 부유사 농도 분포를 산출하는 것으로 밝혀졌다.

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Uncertainty analysis for Section-by-Section method of ADCP discharge measurement based on GUM standard (GUM 표준안 기반 ADCP 지점 측정 방법 유량 측정 불확도 분석)

  • Kim, Dongsu;Kim, Jongmin;Byeon, Hyunhyuk;Kang, Junkoo
    • Journal of Korea Water Resources Association
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    • v.50 no.8
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    • pp.521-535
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    • 2017
  • Acoustic Doppler Current Profilers (ADCPs) have been widely utilized for assessing streamflow discharge, yet few comprehensive studies were conducted to evaluate discharge uncertainty in consideration of individual uncertainty components. It could be mostly because it was not easy to determine which uncertainty framework can be appropriate to rigorously analyze streamflow discharge driven by ADCPs. In this regard, considerable efforts have been made by scientific and engineering societies to develop a standardized theoretical framework for uncertainty analysis in hydrometry. One of the well-established UA methodology based on sound statistical and engineering concepts is Guide to the Expression of Uncertainty Measurement (GUM) adopted widely by various scientific and research communities. This research fundamentally adapted the GUM framework to assess individual uncertainty components of ADCP discharge measurements, and subsequently provided results of a customized experiment in a controllable real-scale artificial river channel. We focused particularly upon sensitivities of uncertainty components in the GUM framework driven by ADCPs direct measurements such as depths, edge distance, submerged depth, velocity gap, sampling time, repeatability, bed roughness and so on. Section-by-Section method for ADCP discharge measurement was applied for uncertainty analysis for this study. All of measurements were carefully compared with data using other instrumentations such as ADV to evaluate individual uncertainty components.

A Study on Fish Movement Efficiency in Biopolymer and Aggregate Mixed Fishway (피마자유기반 바이오폴리머와 골재를 혼합한 어도의 어류이동효율 실험연구)

  • Dong-Jin Lee;Min Ho, Jang;Joongu Kang;Hong-Kyu Ahn
    • Ecology and Resilient Infrastructure
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    • v.11 no.1
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    • pp.11-22
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    • 2024
  • A fishway is an artificial waterway or device used to resolve difficulties in the movement of fish in a river. Most existing fishways are made of concrete and emit toxic substances, which has a negative impact on the river environment. Accordingly, there is a need to develop fishway construction technology that is eco-friendly and can increase movement efficiency. The technology presented in this study is an integrated porous structure that combines the aggregate with a biopolymer material extracted from castor oil, a non-toxic material. It is a fishway construction technology using eco-friendly materials that can allow vegetation to grow on the surface. In this study, an eco-friendly fishway mixed with biopolymer and aggregate was built on a real scale and the fish movement efficiency was tested and analyzed. As a result of the experiment, a total of 201 fish of 14 species were released with tags inserted, and the detection rate of released fish was confirmed to be 82.6% on average. A total of 40 fish of 6 species were transported upstream through the fishway, and the average passage rate was confirmed to be 21.7%. As a result of checking the circadian migration pattern, it was found that all fish mainly migrate during the day. It was confirmed that there was no significant functional difference between a fishway using biopolymer and a concrete fishway. It is believed that a fishway using biopolymer can be used as a replacement for a concrete fishway.

Development of Distortion Correction Technique in Tilted Image for River Surface Velocity Measurement (하천 표면영상유속 측정을 위한 경사영상 왜곡 보정 기술 개발)

  • Kim, Hee Joung;Lee, Jun Hyeong;Yoon, Byung Man;Kim, Seo Jun
    • Ecology and Resilient Infrastructure
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    • v.8 no.2
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    • pp.88-96
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    • 2021
  • In surface image velocimetry, a wide area of a river is photographed at an angle to measure its velocity, inevitably causing image distortion. Although a distorted image can be corrected into an orthogonal image by using 2D projective coordinate transformation and considering reference points on the same plane as the water surface, this method is limited by the uncertainty of changes in the water level in the event of a flood. Therefore, in this study, we developed a tilt image correction technique that corrects distortions in oblique images without resetting the reference points while coping with changes in the water level using the geometric relationship between the coordinates of the reference points set at a high position the camera, and the vertical distance between the water surface and the camera. Furthermore, we developed a distortion correction method to verify the corrected image, wherein we conducted a full-scale river experiment to verify the reference point transformation equation and measure the surface velocity. Based on the verification results, the proposed tilt image correction method was found to be over 97% accurate, whereas the experiment result of the surface velocity differed by approximately 4% as compared to the results calculated using the proposed method, thereby indicating high accuracy. Application of the proposed method to an image-based fixed automatic discharge measurement system can improve the accuracy of discharge measurement in the event of a flood when the water level changes rapidly.

Development of an anisotropic spatial interpolation method for velocity in meandering river channel (비등방성을 고려한 사행하천의 유속 공간보간기법 개발)

  • You, Hojun;Kim, Dongsu
    • Journal of Korea Water Resources Association
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    • v.50 no.7
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    • pp.455-465
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    • 2017
  • Understanding of the two-dimensional velocity field is crucial in terms of analyzing various hydrodynamic and fluvial processes in the riverine environments. Until recently, many numerical models have played major roles of providing such velocity field instead of in-situ flow measurements, because there were limitations in instruments and methodologies suitable for efficiently measuring in the broad range of river reaches. In the last decades, however, the advent of modernized instrumentations started to revolutionize the flow measurements. Among others, acoustic Doppler current profilers (ADCPs) became very promising especially for accurately assessing streamflow discharge, and they are also able to provide the detailed velocity field very efficiently. Thus it became possible to capture the velocity field only with field observations. Since most of ADCPs measurements have been mostly conducted in the cross-sectional lines despite their capabilities, it is still required to apply appropriate interpolation methods to obtain dense velocity field as likely as results from numerical simulations. However, anisotropic nature of the meandering river channel could have brought in the difficulties for applying simple spatial interpolation methods for handling dynamic flow velocity vector, since the flow direction continuously changes over the curvature of the channel shape. Without considering anisotropic characteristics in terms of the meandering, therefore, conventional interpolation methods such as IDW and Kriging possibly lead to erroneous results, when they dealt with velocity vectors in the meandering channel. Based on the consecutive ADCP cross-sectional measurements in the meandering river channel. For this purpose, the geographic coordinate with the measured ADCP velocity was converted from the conventional Cartesian coordinate (x, y) to a curvilinear coordinate (s, n). The results from application of A-VIM showed significant improvement in accuracy as much as 41.5% in RMSE.

Evaluation on Functional Assessment for Fish Habitat of Underground type Eco-Artificial Fish Reef using the Index of Biological Integrity (IBI) and Qualitative Habitat Evaluation Index (QHEI) (생물보전지수(IBI) 및 서식지 평가지수(QHEI)를 활용한 지하 매립형 방틀둠벙의 어류 서식처 기능 평가)

  • Ahn, Chang Hyuk;Joo, Jin Chul;Kwon, Jae Hyeong;Song, Ho Myeon
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.31 no.6B
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    • pp.565-575
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    • 2011
  • The purpose of this study was to quantitatively evaluate the expression of both multi-metric qualitative habitat evaluation index (QHEI) and biological integrity index (IBI) for artificial structures eco-artificial fish reef (EAFR) for fishes asylum and habitat. Especially, both experimental evaluation and biological verification were performed in Water and Environmental Center's outdoor test-bed of Korea Institute of Construction Technology located in Andong-city, Gyeongsangbuk-do. The experimental conditions reflecting the situation of domestic river include the flow rate (e.g., $0.0{\sim}1.5m\;s^{-1}$), the width (e.g., 1.0~3.0 m), the depth (e.g., 0.05~0.70 m), and variable bed materials. Both QHEI and IBI were monitored for 8 months from May to December 2010. Whereas QHEI values were highest at experimental points of the E~F with an average of 83.1, those were lowest at B~C with an average of 78.1. However, QHEI values inside EAFR were more than 98.9, regardelss of space and time, and indicated more than the highest good of the state (Good) in the habitat. Overally, IBI values showed similar trend with QHEI, but were 44.2 in the winter dry season, compared to 32.8 of QHEI values. IBI values Also, IBI values inside EAFR were greater than those at the experimental channel by 5.7 to 11.4% and 18.7 to 34.8% in flow and stagnant conditions, respectively, indicating that EAFR can secure asylum and habitat for fish during the dry season. For comprehensive aquatic ecosystem assessment, the experimental channel showed generally fair conditions (Fair~Good), whereas EAFR showed good conditions (Good), suggesting that EAFR can be applied to aquatic ecosystem restoration and improvement.