• Title/Summary/Keyword: 서해안모래

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Intertidal Fishes from the Shandong Peninsula, China (중국 산둥반도의 조수웅덩이 어류상)

  • Choi, Youn;Yang, Zhen-Feng
    • Korean Journal of Ichthyology
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    • v.20 no.1
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    • pp.54-60
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    • 2008
  • This study was conducted to investigate the species composition and distribution patterns of intertidal fishes from the Shandong Peninsula, China from August 2006 to September 2007. The collected fishes were composed of 28 species, belonging to 21 genera, 14 families and 6 orders. Among them, the family Gobiidae was most abundant in both the number of species and individuals, while two species including Hexagrammos agrammus and Sebastes schlegelii were caught in large quantities of young fishes. In this study, Sebastes koreanus and Porocottus leptosomus known as Korean endemic species so far were collected in the Shandong Peninsula, therefore it should be revised that these two species were distributed on the North Yellow Sea and owned by both China and Korea.

Benefits of Camera Monitoring System in Studying on Coastal Dune Erosion by Typhoon (태풍으로 인한 해안사구 침식 연구에 대한 카메라 관측 시스템의 유용성)

  • Kim, Taerim;Kim, Dongsoo
    • Journal of The Geomorphological Association of Korea
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    • v.21 no.4
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    • pp.41-52
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    • 2014
  • Coastal dune, as one part of beach system, contributes for beach recovery as well as preventing beach erosion by exchanging sands between beach and dune. Due to high tidal range, the boundary of sand dunes on the west coast of Korean Peninsula is outside the high water line during spring tide and erosion also occurs in high waves during spring high tide. This paper investigates the erosion status of the dunes located in the JangHang beach by analyzing images from camera monitoring system, and tide and wave data observed adjacent to the study site during the passage of 4 typhoons in 2012. It also studies the benefits of camera monitoring images in investigating the dune erosion and analyzing coastal topographic changes.

Cultivation Limit of Vitex rotundifolia, Tetragonia tetragonoides and Glehnia littoralis at Coastal Area and Physiological Vitality of RAW 264.7 cell and HL-60 cell (해안지대 순비기나무, 번행초, 갯방풍의 재배한계 및 RAW 264.7 세포와 HL-60세포의 생리활성)

  • Kim, Ji-Hoon;Park, Sun-Soon;Song, Chang-Khil
    • Korean Journal of Medicinal Crop Science
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    • v.16 no.1
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    • pp.44-50
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    • 2008
  • The cultivation boundary areas and biological activator efficacies of Vitex rotundifolia, Tetragonia tetragonoides and Glehnia littoralis were investigated. Investigation of coastal areas revealed the East and West cultivation boundary areas of Vitex rotundifolia and Gelhnia littoralis to be the Taean Peninsula, Taean-gun and Gangwon-do, Donghae-City. The East and West coastal cultivation boundary areas of Tetragonia tetrragonoides are Jeollanam-do and Kyeongsangbuk-do, Ulleung-gun. The natural habitat is less than 200 m from the coastal area. Most of the Vitex rotundifolia, Tetragonia tetragonoides and Glehnia littoralis grow naturally in a region of mixed sand, clay and loam, in direct sunlight. No dominant vegetation was located. To analyze anti-inflammatory efficacy, RAW 264.7 cells were used. Vitex rotundifolia, Tetragonia tetragonoides and Glehnia littoralis inhibited inflammation by 37%, 12% and 10% in $100{\mu}g/m{\ell}$, respectively. However, the anti-inflammatory efficacy of Glehnia littoralis was invalid. Analysis of anti-cancer activity was accomplished using HL-60 cells. Glehnia littoralis revealed 60% and 72% inhibition activity in $100{\mu}g/m{\ell},\;and\;200{\mu}g/m{\ell}$ respectively. No cytotoxicity inhibition activity was investigated in Vitex rotundifolia and Tetragonia tetragonoides.

Gonadal Development and Reproductive Cycle of the Sand Snail, Umbonium thomasi (서해비단고둥 (Umbonium thomasi)의 생식소 발달과 생식주기)

  • Lee Ju Ha
    • Korean Journal of Fisheries and Aquatic Sciences
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    • v.35 no.6
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    • pp.702-708
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    • 2002
  • Although Umboniunm thomasi is one of marine mollusc (Archaeogastropoda: Trochidae) inhabiting the sands in the intertidal zone of the west coast of Korea, aspects of its reproductive biology are still not too well known. Reproductive cycle, gametogenesis, and first sexual maturity of U. thomasi collected at the west coast of Buan-gun, Jeollabuk-do, Korea were investigated monthly from January to December 1999. U. thomasi was dioecious, and an oviparous. The gonad was placed in the rear of the flesh part in the spiral shell. The external colors of the ripe ovary and testis appeared to be green and milk-white or yellowish white, respectively. Meat weigh rate peaked in July ($37.5\%$). And then the value sharply decreased in September ($28.3\%$), thereafter, gradually increased in November ($31.7\%$). Fully ripe oocytes were approximately 100$\~$110 $/mu$m in diameter, and their cytoplasm contained a great number of yolk Branules. Based on the monthly changes of the Bonadal development, gametogenesis, and meat weight rate, the reproductive cycle of U. thomasi could be devided into five successive stages: early active (November to April), late active (February to May), ripe (April to August), spawning (July to October), and recovery (September to February). Gonadal development and spawning were closely related to the seawater temperature, the main spawning occurred in September when the temperature reached above 24.2$^{\circ}C$. Individuals of 4.4 mm and less in shell height could not take part in reproduction in both sexes. Percentages of first sexual maturity of female and male shells ranging from 5.5 to 6.4 mm were $55.0\%$ and $61.9\%$, respectively, and $100\%$ of those over 7.5 mm in shell heights in both sexes participated in the reproduction.

Development of Replacing Material for Sand Mat by Using Precious Slag Ball (풍쇄 슬래그를 이용한 샌드매트 대체재 개발에 관한 연구)

  • Shin, Eun-Chul;Lee, Woon-Hyun;Yoo, Jeong-Hoon
    • Journal of the Korean Geosynthetics Society
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    • v.8 no.2
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    • pp.55-62
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    • 2009
  • Recently, new development projects are being carried out with the soft ground located along the West coast and the South coast. As soft grounds have complex engineering properties that the load bearing capacity is low and high compressibility, it needs to solve this problems Prior to structures are constructed by the method of improvement of soft ground. The sand mat is usually being used for improvement of soft ground as a horizontal drain material and loading base. But, as the volume is enormous and an amount of demanded sand is increased, it is state of short in supply. This paper presents the feasibility study to use of precious slag ball instead of sand mat as the replacing material through the basic soil property tests, the medium of discharge capacity test and analysis of settlement character.

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Evaluation of CPTU Cone Factor of Silty Soil with Low Plasticity Focusing on Undrained Shear Strength Characteristics (저소성 실트지반의 비배수 전단강도 특성을 고려한 CPTU 콘계수 평가)

  • Kim, Ju-Hyun
    • Journal of the Korean Geosynthetics Society
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    • v.16 no.1
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    • pp.73-83
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    • 2017
  • Laboratory and in-situ tests were conducted to evaluate the cone factors for the layers with low plasticity containing a lot of silty and sand soils from the west coast (Incheon, Hwaseong and Gunsan areas) and its applicability was evaluated based on these results. The cone factors were evaluated from 19 to 23 based on unconfined compression strengths (qu), from 13 to 13.8 based on simple CU strengths and from 11.6 to 13.1 based on field vane strengths, respectively. The unconfined compression strengths of undisturbed silty soil samples with low plasticity were considerably underestimated due to the change of in-situ residual effective stress during sampling. Half of unconfined compression strength (qu/2) based cone factors of silty soils with low plasticity fluctuated and were approximately 1.8 times higher than simple CU based values of these soils. When evaluating cone factors of these soils, it should be judged overall on the physical properties such as the grain size distribution and soil plasticity and on the fluctuation of the corrected cone resistance and the sleeve friction due to the distribution of sandseam in the ground including pore pressure parameter.

Erosion and Recovery of Coastal Dunes after Tropical Storms (태풍의 통과로 인한 해안사구 지형의 침식과 회복)

  • Choi, Kwang Hee;Jung, Pil Mo;Kim, Yoonmi;Suh, Min Hwan
    • Journal of The Geomorphological Association of Korea
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    • v.19 no.1
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    • pp.17-27
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    • 2012
  • Coastal dunes help stabilize the coastal landscape and protect the hinterland through dynamic interaction with sand beaches. Sometimes dune erosion occurs during the tropical cyclones, while dune recovery may naturally follow after the event. As the typhoon Kompasu passed through the Korean Peninsula early-September in 2010, it caused a rise in water in association with the storm, wave run-ups, and heavy rains in coastal areas. As the result, coastal dunes along the west coast of Korea were severely damaged during the storm. However, the degree and extent of erosion and recovery of dunes were found to be related with the condition of beach-dune systems including gradients of foreshore and front slope of the dune, sediment supply, vegetation, wind activity, and human interferences. Some dunes retreated landward more and more after the erosional event, while others recovered its original profile by aeolian transport processes mainly during the winter season. Vegetated dunes with pine trees were less recovered after the erosion than grass-covered dunes. In addition, dunes with artificial defense were more eroded and less recovered than those without hard constructions. According to the observation after the severe storm, it is likely that the sand transport process is critical to the dune recovery. Therefore, the interactions between beach and dune must be properly evaluated from a geomorphological perspective for the effective management of coastal dunes, including natural recovery after the erosion by storm events.

An Experimental Study on Optimum Slanting Angle in Reticulated Root Piles Installation (그물식 뿌리말뚝의 최적 타설경사각에 관한 실험 연구)

  • 이승현;김병일
    • Geotechnical Engineering
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    • v.11 no.2
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    • pp.29-36
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    • 1995
  • Load testis are executed on model reticulated root piles (RRP) to figure out the optimum slanting angle in the piles installation. One set of model RRP consists of 8 slanting piles which are installed in circular patterns forming two concentric circles, each of which is made by 4 piles. Each pile which is a steel bar of 5m in diameter and 300mm in length is coated to become a pile of 6.5mm in diameter. The slanting angle of the model RRP varies from 0$^{\circ}$ to 20$^{\circ}$ Comparing ultimate bearing capacities of the model RRP of different installation angles, it is observed that the ultimate capacities of the RRP increase as the installation angle increases until 15$^{\circ}$, and the optimum slanting angle of the RRP is around 15$^{\circ}$ The ultimate bearing capacity of the 15$^{\circ}$-RRP is found to be 22% bigger than that of the vertical RRP and 120% bigger than that of the circular surface footing whose diameter is same with the circle formed by outer root piles'heads. However, it is noticed that when the slanting angle of the RRP is increased over 15$^{\circ}$, the ultimate capacity starts to be reduced. The ultimate capacity of 20$^{\circ}$-RRP is even smaller than that of the vertical RRP by as much as 5%. From the observation of the load settlement curve obtained during the RRP load tests, it is known that as the slanting angle gets bigger the load -settlement behavior becomes more ductile.

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Survey of Avian Status and Habitat Management Measures in Representative Development Areas of the Northern West Sea - Focusing on Songdo Area - (서해북부 대표 개발지역에 도래하는 조류 실태 및 서식지 관리방안 수립 - 송도일원을 대상으로 -)

  • Sul-Woong Shim;Young-Don Ju;Jung-Hoon Bae;Yang-Seop Bae
    • Journal of Environmental Impact Assessment
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    • v.32 no.6
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    • pp.389-406
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    • 2023
  • The research area, located in the northern coastal region of South Korea's West Sea, involves three bird habitats. Among these are two newly established habitats in Songdo International Business District, created by filling and developing tidal flats that were previously utilized as stopover sites for migratory birds. One of these areas showed decrease (Residual tidal flats, site.1) while the other showed increase (Artificial lake, site.2) in bird influx. The third habitat (Namdong reservoir, site.3) is a pre-existing stable habitat which has been maintained as a stable habitat. This study conducts an assessment of habitats based on avian population clusters and environmental surveys and proposes habitat management measures. A survey of bird populations and habitat environments was conducted for a total of 39 occasions from January to December 2022. The observed bird species totaled 14 families and 48 species with 20,760 individuals. Compared to the existing habitats, the newly established habitats showed relatively lower influx of bird species and individuals. During the habitat assessment, the newly established habitats were rated as I to II grade, while the existing habitat was rated as relatively high III grade on the grading assessment of the tidal flat. An analysis of habitat types revealed that the existing habitat, in which diverse strategies for habitat type diversity and mitigating anthropogenic interference were demonstrated, attracted a diverse range of bird species. Through this research, it was deduced that the diversity of habitat types plays a significant role in attracting various bird species. Upon evaluation of habitat types concerning the habitat characteristics of the bird species selected for habitat management, as habitat management measures, it is deemed that the creation of shielded green areas (referred to as 'buffer green') to minimize interference from the surroundings, the establishment of reed fields (site.1, 2) positively correlated with reservoirs, and the improvement of sandbanks (site.1) positively associated with tidal flats, the two relations which we drew from correlation analysis between occurrence species and habitat types, would contribute to the future restoration and maintenance of stable habitats. The results of this study can be applied not only to the study area but also to other development zones, such as coastal reclamation sites, which share similar geographical and environmental characteristics, including arrival sites for migratory birds.

Tidal-Flat Sedimentation in a Semienclosed Bay with Erosional Shorelines: Hampyong Bay, West Coast of Korea (해안침식이 우세한 반폐쇄적 조간대의 퇴적작용: 한국 서해안의 함평만)

  • Chang, Jin-Ho;Kim, Yeo-Sang;Cho, Yeong-Gil
    • The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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    • v.4 no.2
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    • pp.117-126
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    • 1999
  • Hampyong Bay is a semienclosed and macrotidal bay which opens to the eastern Yellow Sea through a narrow inlet in the southwestern coast of Korea. In order to understand the tidal-flat sedimentation in the semienclosed setting, morphology, sediments, accumulation rate and sea cliff erosion were investigated in the tidal flat of Hampyong Bay. The tidal flat of Hampyong Bay lacks intertidal drainage systems, and generally shows the concave-upward profile whose relief is designated by marked morphological features such as high-tide beaches, intertidal sand shoals and tidal creeks. Surfacial sediments of the tidal flat mainly consist of mud, sandy mud, gravelly mud, gravelly sand and muddy gravel, thus showing the textural characteristics of multimodal grain-size distribution, poorly sorting and positive skewness. The sediments generally coarsen landward due to the increase in coarse fraction content. Sedimentary structures are deeply bioturbated, but parallel lamination and lenticular bedding are locally found in the mudflat near mean low water line. Annual accumulation rates across the tidal flat (along Line SM) average -5.2 cm/yr with a range of -45.8~+4.2 cm/yr, indicating that the tidal flat is erosional. In general, erosion rates of upper and lower tidal flat are higher than those of middle tidal flat. Seasonally, the erosion rates are much higher during spring and winter when dominant wind direction corresponds to the long axis of Hampyong Bay. Sea cliffs are eroded at a rate of 1.4 m/yr. The biggest sea cliff erosion generally occurs 1~2 months later after tidal flats were extensively eroded. Such erosions of tidal Oats and sea cliffs in the semienclosed bay setting are interpreted to be due to wind waves coupled with local sea-level rise.

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