Review of applicability of Turbidity-SS relationship in hyperspectral imaging-based turbid water monitoring

Jongmin Kim; Gwang Soo Kim; Siyoon Kwon; Young Do Kim

doi:10.3741/JKWRA.2023.56.12.919

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2023 Vol.56, Issue 12 Preview Page Next Page

Research Article

Review of applicability of Turbidity-SS relationship in hyperspectral imaging-based turbid water monitoring 초분광영상 기반 탁수 모니터링에서의 탁도-SS 관계식 적용성 검토

31 December 2023. pp. 919-928

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Abstract

Rainfall characteristics in Korea are concentrated during the summer flood season. In particular, when a large amount of turbid water flows into the dam due to the increasing trend of concentrated rainfall due to abnormal rainfall and abnormal weather conditions, prolonged turbid water phenomenon occurs due to the overturning phenomenon. Much research is being conducted on turbid water prediction to solve these problems. To predict turbid water, turbid water data from the upstream inflow is required, but spatial and temporal data resolution is currently insufficient. To improve temporal resolution, the development of the Turbidity-SS conversion equation is necessary, and to improve spatial resolution, multi-item water quality measurement instrument (YSI), Laser In-Situ Scattering and Transmissometry (LISST), and hyperspectral sensors are needed. Sensor-based measurement can improve the spatial resolution of turbid water by measuring line and surface unit data. In addition, in the case of LISST-200X, it is possible to collect data on particle size, etc., so it can be used in the Turbidity-SS conversion equation for fraction (Clay: Silt: Sand). In addition, among recent remote sensing methods, the spatial distribution of turbid water can be presented when using UAVs with higher spatial and temporal resolutions than other payloads and hyperspectral sensors with high spectral and radiometric resolutions. Therefore, in this study, the Turbidity-SS conversion equation was calculated according to the fraction through laboratory analysis using LISST-200X and YSI-EXO, and sensor-based field measurements including UAV (Matrice 600) and hyperspectral sensor (microHSI 410 SHARK) were used. Through this, the spatial distribution of turbidity and suspended sediment concentration, and the turbidity calculated using the Turbidity-SS conversion equation based on the measured suspended sediment concentration, was presented. Through this, we attempted to review the applicability of the Turbidity-SS conversion equation and understand the current status of turbid water occurrence.

Keywords

Turbid water

Suspended sediment

Turbidity

Turbidity-SS conversion equation

Laser In-Situ Scattering and Transmissometry

Hyperspectral sensor

우리나라의 강우 특성은 여름철 홍수기에 집중되어있다. 특히 이상강우 및 기상이변에 의한 집중강우의 증가 추세로 다량의 탁수가 댐 내에 유입될 시 전도현상으로 인해 탁수 장기화 현상이 발생하게 된다. 이러한 문제를 해결하기 위한 탁수 예측을 통한 선제적 조치 방안 또는 댐 운영방안 마련에 많은 연구가 진행되고 있다. 탁수 예측을 위해서는 상류 유입부의 탁수 자료를 필요로 하지만 현재 시·공간적인 데이터 해상도는 부족한 실정이다. 시간적 해상도 개선을 위해서는 탁도-SS 관계식에 대한 개발을 필요로 하며 공간적 해상도 개선을 위해 다항목수질측정기(YSI), 레이저부유사측정기(Laser In-Situ Scattering and Transmissometry, LISST), 초분광 센서 등의 센서 기반 측정을 통해 선, 면 단위 데이터 측정을 통해 탁수에 대한 공간적 해상도를 개선할 수 있다. 또한 LISST-200X의 경우 입경 크기 등에 대한 자료 수집이 가능함에 따라 분율(Clay : Silt : Sand)에 대한 탁도-SS 관계식에 활용될 수 있다. 또한 최근 원격탐사 방안 중 다른 탑재체에 비해 공간해상도 및 시간해상도가 높은 UAV와 분광·방사 해상도가 높은 초분광 센서를 활용 시 탁수 발생에 대한 공간적인 분포를 제시할 수 있다. 따라서, 본 연구에서는 LISST-200X 및 YSI-EXO를 활용하여 실험실 분석을 통해 분율(Clay : Silt : Sand)에 따라 탁도-SS 관계식을 산정하였으며 UAV (Matrice 600), 초분광센서(microHSI 410 SHARK)를 포함한 센서 기반 현장 측정을 통해 탁도와 부유사 농도, 측정된 부유사농도 기반 탁도-SS 관계식을 이용하여 산정한 탁도에 대하여 공간적 분포를 제시하였다. 이를 통해 탁도-SS 관계식에 대한 적용성 검토 및 탁수 발생 현황에 대하여 파악하고자 하였다.

키워드

탁수

부유사

탁도

탁도-SS 관계식

레이저부유사측정기

초분광센서

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Information

Publisher :KOREA WATER RESOURECES ASSOCIATION
Publisher(Ko) :한국수자원학회
Journal Title :Journal of Korea Water Resources Association
Journal Title(Ko) :한국수자원학회 논문집
Volume : 56
No :12
Pages :919-928
Received Date : 2023-11-15
Revised Date : 2023-11-27
Accepted Date : 2023-11-29
DOI :https://doi.org/10.3741/JKWRA.2023.56.12.919

Journal of Korea Water Resources Association 한국수자원학회 논문집 ISSN:2799-8746(Print) 2799-8754(Online)

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