• Ocean and Polar Research
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• 제24권1호
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• pp.63-71
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• 2002

This preliminary study on the changes of macrobenthic assemblages in experimental sediment fences was conducted as a part of tidal marsh restoration project. Intertidal sediment fences were designed to increase the efficiency of trapping sediments on unvegetated tidal flats in order to raise sediment elevation and to allow colonization of intertidal vegetation. Although increment of soil surface level was not observed over the first three months of the study, it was possible to obtain some effects of the sediment fence. Three months later, the particle sizes of the surface sediment at experimental plots became much finer compared to unfenced areas on the natural mudflats located in the same tide level as that of the plots. The difference was much greater on the plot with drainage canals than on the plot without ones. Species diversity of the experimental plots became much higher than that of natural sites. Perinereis aibuhitensis and Glauconome chinensis which were absent from initial community appeared with high density in the plot with drainage canals. Those species were significantly different in abundance between the experimental plot and the natural mudflat. Changes in species composition were not detected in another experimental plot without drainage canals.

• 한국지반환경공학회 논문집
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• 제10권3호
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• pp.53-62
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• 2009

본 연구는 건설 현장에서 발생하는 비점오염원 발생 특성에 대해서 파악하고, 이에 대한 관리 기술들을 적용하여, 각 시설별 효과에 대해 평가하고자 하였다. 건설 현장의 공사 단계별로 비점오염원의 발생 특성을 보면, 공사 초반 즉, 토양 피복 상태가 교란되어 있는 경우, 강우 시 부유물질 부하량이 높게 나타나며, 강우 강도에 대한 민감도가 공사 후반에 비해 높은 것으로 확인되었다. 건설 현장에서 가설 형식으로 적용할 수 있는 기술로는 부유물질을 제어할 수 있는 Check dam, Silt fence 공법과 강우 시 토사 유실을 원천적으로 제어하는 Geotextile공법을 적용한 결과, Geotextile이 다른 공법에 비해 비점오염원 유출량 제어에 효과적인 것으로 확인 되었다. Check dam과 Silt fence는 공극에 의한 부유물질 제거 기능이 일부 있으나, 전반적으로 일시적 저류에 의한 침강효과로 오염물질을 제거 하는 특징이 있다. 이러한 가설 형식 처리 시설의 경우, 처리 효율이 낮아 주변 민원 또는 수계 오염을 유발할 수 있으며, 이에 부가적으로 가압식 여과 방법을 통해 연계 처리한 결과 만족할 만한 방류 수질을 기대할 수 있었다. 또한, 이러한 여과 방법은 여과 속도와 유입 부하량에 따라 처리 가능한 부하량이 결정되며, 효과적 운전을 위해서는 전처리가 반드시 필요하다.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2006년도 Proceedings of ISRS 2006 PORSEC Volume II
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• pp.535-538
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• 2006

The coastline of the Choa Phraya Rivermouth in the Upper Gulf of Thailand has been changed drastically. The western side especially at Ban Laem Sing was eroded for 400 meter in 26 years or with the rate of 15 meter per year on the average. The Metropolitan Electricity Authority has granted five years research project to us to study the efficiency of the electric pole fence as a mean to reduce the wave force and increase sedimentation rate inside for mangrove replantation. If the method works efficiently, it will be used to reclaim the coastal land loss in other areas in Thailand. The project was done since 2005 after the fence was constructed completely in October 2005. The oceanographic surveys were conducted before and after the construction in northeast monsoon season to study the impact of physical oceanographic forces on the coastline change. The sedimentation rates were measured each month. It is rather low about 2 cm/month. The subsiding rate from the load of deltaic sediment and groundwater withdraw using boring data is about 30 mm/year. The cumulative sinking rate is 55.8 cm from 1978 to 1995. We have tried to design the method of mangrove plantation in this area. The remote sensing data such as LANDSAT and aerial photos from 1987 to 2002 for 15 years were used to compute the rate of coastline change at each 50 m section along the western side of the rivermouth.

• Wind and Structures
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• 제22권5호
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• pp.555-571
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• 2016

A hanging-type sand-retaining wall is a very common sand-blocking fence structure used to prevent sand movement. This type of wall is widely used along the Qinghai-Tibet and Gobi desert railways in Xinjiang, Western China. To analyze the characteristics of wind-sand flow fields under the effect of such a sand fence structure, a wind tunnel test and a field test were carried out. The wind tunnel test showed the zoning characteristics of the flow fields under the effect of the hanging-type sand-retaining wall, and the field test provided the sediment transport data for effective wind-proof interval and the sand resistance data in the front and behind the sand-retaining wall. The consistency of the wind-sand flow fields with the spatial distribution characteristic of wind-carried sand motion was verified by the correspondences of the acceleration zone in the flow field and the negative elevation points of the percentage variations of the sand collection rate. The spatial distribution characteristic of the field sand collection data further showed the spatial structural characteristic of the sandy air currents under the action of the hanging-type sand-retaining wall and the sand resistance characteristic of the sand-retaining wall. This systematic study on the wind-sand flow fields under the control of the hanging-type sand-retaining wall provides a theoretical basis for the rational layout of sand control engineering systems and the efficient utilization of a hanging-type sand-retaining wall.