수두손실률의 경시변화에 의한 방조제 제체의 점진적인 차수상태 변화 감시
The Monitoring on Gradual Change of Seepage Blocking State with the Hydraulic Head Loss Rate Change According to Passage of time in Sea Dike Embankment
2
조회
0
다운로드
1
인용
0
참고문헌
키워드
초록
In this study it was adopted on sea dike monitoring that the safety monitoring with statistical limits which was adapted usually on safety monitoring bymeasuring pressures, stresses or deformations. And also the hydraulic head loss rate change according to passage of time was calculated for the purposeof safety monitoring. Safety monitoring by setting the statistical limit on the measured pore water pressure graphs need to be supplemented with anadditional method of monitoring because the difference between the rise and fall of the tide was irregular. Safety monitoring by the limits set from valuespredicted by linear regression and standard errors on the hydraulic head loss graph was not affected by irregularity of tide. But if the condition of anembankment is changed gradually and slowly, it will not be detected on the hydraulic head loss graph. The graph of hydraulic head loss rate for every 24hours vs date showed clearly that the sea water blocking state was getting better or not even though it was changed gradually and slowly.
Abstract
In this study it was adopted on sea dike monitoring that the safety monitoring with statistical limits which was adapted usually on safety monitoring bymeasuring pressures, stresses or deformations. And also the hydraulic head loss rate change according to passage of time was calculated for the purposeof safety monitoring. Safety monitoring by setting the statistical limit on the measured pore water pressure graphs need to be supplemented with anadditional method of monitoring because the difference between the rise and fall of the tide was irregular. Safety monitoring by the limits set from valuespredicted by linear regression and standard errors on the hydraulic head loss graph was not affected by irregularity of tide. But if the condition of anembankment is changed gradually and slowly, it will not be detected on the hydraulic head loss graph. The graph of hydraulic head loss rate for every 24hours vs date showed clearly that the sea water blocking state was getting better or not even though it was changed gradually and slowly.
참고문헌 (8)
- Closson, D., "Land Applications of Radar Remote Sensing", pp.281~307 (2014), InTech
- 임성훈, "수두손실률에 의한 방조제 침투류 감시 및 해석 기법 개발", 한국농공학회논문집, 56(6), pp.1~9 (2014), 한국농공학회
- 임성훈, "정규화된 수두손실률에 의한 방조제 구간별 차수상태 평가", 한국농공학회논문집, 56(6), pp.159~167 (2014), 한국농공학회
- 임성훈, "조석현상이 방조제 경계면의 응력-변형 거동에 미치는 영향 분석", 한국농공학회논문집, 55(2), pp.1~8 (2013), 한국농공학회
- 임성훈, "수두손실률에 의한 침투류 감시기법 개발", 한국지반공학회논문집, 26(5), pp.37~48 (2010), 한국지반공학회
- Eam, S. H., "Development of the seepage flow monitoring method by the hydraulic head loss rate on sea dike", KGJ Fall National Conference, pp.60~68 (2010)
- Hanssen, R. F., "Monitoring deformation of water defense structures using satellite radar interferometry", 13th FIG Symposium on Deformation Measurement and Analysis, pp.1~7 (2008)
- 김연정, "3차원 전기비저항 모니터링 자료의 시간경과 역산", 지구물리와 물리탐사, 16(4), pp.217~224 (2013), 한국지구물리.물리탐사학회[DOI]
