• Journal of Korean Society of Coastal and Ocean Engineers
• /
• v.21 no.6
• /
• pp.462-469
• /
• 2009

This study suggests a general formula of non-cohesive sediment transport rates for waves and currents which is also valid for wave only or current only condition. On-offshore sediment transport rates with the second order Stokes wave in the shallow water are calculated as the pickup rate times the distance. The formula depicts reasonably that high waves move material offshore, and low waves move material onshore. Also the formula, as is the case the waves with long period tend to move material onshore, shows good results.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2008.05a
• /
• pp.909-914
• /
• 2008

미세-점착성 퇴적물로 구성되는 퇴적저면의 침식특성을 해석하기 위해, 고령토 퇴적저면에 대한 침식실험이 환형수조를 이용하여 수행되었다. 현재, 퇴적저면의 침식특성 연구에 대한 국내사례는 전무한 실정으로, 본 연구는 퇴적저면에 대한 침식실험 방법 및 결과의 타당성 검증을 목적으로 한다. 이를 위하여, 본 연구에서는 압밀시간 조건에 따라 4가지의 서로 다른 퇴적저면이 조성되었고, 각 저면별로 저면깊이에 따른 저면밀도의 변화가 우선적으로 정밀 측정되었다. 각 퇴적저면별 침식실험으로부터는, 바닥전단응력(${\tau}_b$)의 변화에 따른 저면 침식깊이(즉, 수층 부유사 농도)의 변화 측정을 통하여, 저면깊이에 따른 저면전단강도(즉, 침식한계전단응력, ${\tau}_S$)의 변화 값들이 정량적으로 분석되었으며, 최종적으로 잉여전단응력(${\tau}_b-{\tau}_S$)과 침식률 간의 관계식이 산정되었다. 퇴적저면 침식특성에 관한 과거 해외 연구 결과와의 비교 검토를 통하여, 본 연구에서 사용 혹은 적용된 실험장치, 실험 방법 및 실험결과가 타당성이 있음이 확인되었다.

• Journal of Korean Society of Coastal and Ocean Engineers
• /
• v.24 no.3
• /
• pp.159-165
• /
• 2012

In this study, a series of deposition tests have been performed using an annular flume and depositional parameters of natural cohesive sediments have been estimated domestically for the first time. The natural cohesive sediments for deposition tests have been collected from Kwangyang Bay and total 18 deposition tests have been carried out on different bed shear stress respectively but with the same initial concentration. Test results for natural cohesive sediments of Kwangyang bay show that minimum bed shear stress ${\tau}_{bmin}$, standard deviation ${\sigma}_1$, and time scale parameter $({\tau}_b^*-1)_{50}$ are $0.11N/m^2$, 0.68 and 0.85, respectively. Through the comparison with results of previous studies for other sediments, the results of this study are shown to be good enough to verify.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
• /
• 1996.10a
• /
• pp.102-108
• /
• 1996

연안매립 및 신항만 건설, 해안선 정비사업 등과 같은 대규모 공사는 인근 해역에서의 해수유동의 변화와 해수의 혼탁도 증가 및 퇴적물의 침식과 퇴적에 의한 해저 지형의 변형을 초래하고, 이로 인해 기존 항로의 매몰과 해양생물 생태계 변화 등과 같은 문제점을 유발한다는 것은 잘 알려진 사실이다. 특히 한국의 서해연안 대부분과 남해연안 일부에 분포되어 있는 미세-점착성 퇴적물은 사질성 퇴적물과는 달리 퇴적물에서 부유된 토사 입자의 침강 속도가 아주 작아서, 파랑과 조류 등과 같은 해수유동에서 의해 쉽게 이동되어 현저한 해저 지형의 변형을 초래한다. (중략)

• Proceedings of the Korea Water Resources Association Conference
• /
• 2008.05a
• /
• pp.1813-1817
• /
• 2008

유체의 특성을 나타내는 인자 중에 침강속도에 큰 영향을 미치는 인자 중 하나는 염도(salinity)이다. 염도는 부유사 입자의 응집을 촉진시키고, 입자의 응집은 더욱 큰 침강속도를 초래하는 것으로 알려지고 있다. 본 연구에서는 유체의 염도가 침강특성에 미치는 영향을 파악하기 위하여 서로 다른 염도조건(담수와 염수)에서 고령토 퇴적물에 대한 침강실험을 수행하고, 그 결과를 비교 분석하여 염도가 침강특성에 미치는 영향을 정성적 정량적으로 해석하였다.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.28 no.1B
• /
• pp.125-135
• /
• 2008

The purpose of this study is to quantify the erosion parameters of cohesive sediments in Keum Estuary. This study also involves the examinations on the local/seasonal variation of them in Keum Estuary and on their spatial variation comparing with those of other sites. As erosional properties of cohesive sediments are in general influenced largely by the physico-chemical properties of cohesive sediments themselves, this study also involves the qualitative analyses on the impact by the physico-chemical properties. Erosion tests have been performed under the uniform bed condition using the Chonbuk annular flume and total 16 tests have been carried out with various bed densities and bottom shear stresses. Experimental results show that the critical shear stress for erosion varies in the range of $0.19{\sim}0.41N/m^2$ and the coefficient of erosion rate varies in the range of $54.26{\sim}7.70mg/cm^2{\cdot}hr$, over the corresponding bulk-density range of $1.14{\sim}1.38g/cm^3$. While erosion parameters estimated for Keum estuary sediments are found to be remarkably different in quantity compared with those for cohesive sediments from other sites, their local/seasonal variabilities within Keum Estuary are found to be insignificant.

• Journal of Korean Society of Coastal and Ocean Engineers
• /
• v.26 no.5
• /
• pp.327-334
• /
• 2014

This study aims to estimate settling velocity ($W_s$) for cohesive sediments from water bodies (Incheon Coast, Kulpo Stream and Han River) mainly connected to the Kyeongin Ara-waterway through the laboratory settling experiments. Results of settling tests for these sediments show that $W_s$ values for sediments are quite different each other: $W_s$ values of Kulpo Stream sediments (0.01 < $W_s$ < 3.07 mm/s) are quite similar with those of Han River sediments (0.01 < $W_s$ < 2.97 mm/s) over the whole range of suspension concentration C (0.1 < C < 90 g/ L), while they are quite different with those for Incheon Coast sediments (0.01 < $W_s$ <0.92 mm/s). Qualitative analyses on test results for physico- chemical properties of sediments and waters with respect to settling velocities show that these differences in settling velocities are mainly due to the salinity difference in the water.

• Journal of Korean Society of Coastal and Ocean Engineers
• /
• v.24 no.4
• /
• pp.287-294
• /
• 2012

Sedimentary environment in coastal zone has been changing due to a large number of coastal structures and continuous coastal development. As a result, the environment has been changing. In particular, the economic and environmental damage can occur due to cohesive sediment transport closely related with the fate of pollutants. Due to large sea wall construction the ebb dominance in the Mokpo coastal waters has been clearer. Cohesive sediment transport was simulated by the EFDC model. The simulated SS showed good agreements with the observed SS. From the sensitivity analysis of sediment parameters, we found out that the erosion rate, the critical shear stresses for erosion and deposition, and the settling velocity are important factors in cohesive sediment transport modeling.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
• /
• 2002.08a
• /
• pp.216-220
• /
• 2002

대부분의 하구역에 널리 분포되어 있는 미세-점착성 퇴적물은 과다 침식 혹은 과다 퇴적으로 인한 해안 침식 및 항로 매몰 등의 문제와 독성 물질과의 용이한 결합 및 수체 내 태양광 투과능 저하 등으로 인한 환경 오염 문제 등을 야기한다는 것은 잘 알려진 사실이다. (중략)

• Journal of Korean Society of Coastal and Ocean Engineers
• /
• v.17 no.2
• /
• pp.119-128
• /
• 2005

An annular flume has been constructed in order to estimate the erosion rate of fine cohesive sediments. Under an uniform bed condition, some erosion tests for Kaolinite sediments have been conducted to examine the performance of the flume and to check the validity of experimental method and results. In this study, the critical shear stress for erosion and the erosion rate coefficient are estimated and compared with the existing measurements. It is concluded that the performance of the annular flume is good enough to conduct erosion tests and the experimental method and results are valid.