• Title/Summary/Keyword: 식생 블록

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Analysis of Flow Velocity in the Channel according to the Type of Revetments Blocks Using 3D Numerical Model (3차원 수치모델을 활용한 호안 블록 형상에 따른 하도 내 유속 분석)

  • Dong Hyun Kim;Su-Hyun Yang;Sung Sik Joo;Seung Oh Lee
    • Journal of Korean Society of Disaster and Security
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    • v.16 no.4
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    • pp.9-18
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    • 2023
  • Climate change affects the safety of river revetments, especially those associated with external flooding. Research on slope reinforcement has been actively conducted to enhance revetment safety. Recently, technologies for producing embankment blocks using recycled materials have been developed. However, it is essential to analyze the impact of block shapes on the flow characteristics of exclusion zones for revetment safety. Therefore, this study investigates the influence of revetment block shapes on the hydraulic characteristics of revetment surfaces through 3D numerical simulations. Three block shapes were proposed, and numerical analyses were performed by installing the blocks in an idealized river channel. FLOW-3D was used for the 3D numerical simulations, and the variations in maximum flow velocity, bed velocity beneath the revetment, and maximum shear stress were analyzed based on the shapes of the revetment blocks. The results indicate that for irregularly sized and spaced revetment blocks, such as the natural stone-type vegetation block (Block A), when connected to the revetment in an irregular manner, the changes in flow velocity in the revetment installation zone are more significant than those for Blocks B and C. It is anticipated that considering the topographical characteristics of rivers in the future will enable the design of revetment blocks with practical applicability in the field.

Experiment of Strength of Block Material for Bank Levee Revetment using Eco-friendly Material (친환경 신소재를 이용한 하천 호안용 블록 재료의 강도 실험)

  • Kim, Jong Min;Lee, Du Han;Kim, Won;Kim, Myeong Hwan
    • Proceedings of the Korea Water Resources Association Conference
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    • 2018.05a
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    • pp.477-477
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    • 2018
  • 하천의 제방은 하천수의 범람을 방지하기 위하여 인공적으로 만든 구조물로서, 유수의 흐름을 일정하게 하고 자연재해에 대하여 제내지를 보고하기 위한 목적도 있다. 제방은 제내지와 제외지의 수위차로 인해 발생하는 파이핑, 제방의 월류, 사면의 탈락 등으로 파괴가 발생되고, 제방의 파괴는 제내지의 인명, 토지, 건물 등에 많은 피해가 발생한다. 이러한 제방의 파괴를 방지하기 위하여 제방 사면의 호안, 차수벽, 수제 등을 설치하고 있으며, 구조물 외에도 제방 응급복구를 위한 모래주머니, 비탈면 보호 시설 등을 이용한 피해방지에 대한 대책을 세우고 있다. 제방 구조물의 대부분은 콘크리트를 이용한 고강도 재료를 사용하여 설치되고 있으며, 재료의 환경성에 대한 문제점이 대두되어 왔다. 이에 따라 코코넛껍질을 이용한 사면 보호공, 고강도 식생매트를 이용한 사면 보호 등 친환경 재료를 이용한 사면보호 공법에 대한 연구들이 다양하게 진행되어 왔다. 본 연구에서는 미생물을 이용하여 사면을 보호하기 위한 블록 및 피복기법에 대한 연구를 진행하고 있으며, 다양한 환경성 및 무독성 검증도 병행중에 있다. 그 중 본 연구에서는 신소재와 황토, 모래, 석고를 다양한 비율로 조합하여 블록으로 활용하기 위한 일축압축 강도 실험을 수행하였으며, 신소재의 소류력 저항능력을 실험하기 위하여 안동 하천실증연구센터의 급경사 수로에 신소재를 피복한 시험구를 조성하고 5m/s 이상의 유속에서 저항능력 실험을 수행하였다. 본 연구에서는 본 실험 결과를 기반으로 하여 추후 다양한 친환경 재료를 이용한 조합을 통해 기존 콘크리트 블록에 준하는 강도를 발현할 수 있는 신소재 블록의 개발을 목표로 하고 있다.

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A case Study on Collapse Causes and Restoration of Retaining Wall with Vegetated Concrete Block (식생블록 옹벽의 붕괴원인 및 복구방안에 관한 사례 연구)

  • Hong, Gigwon;You, Seung-Kyong;Yun, Jung-Mann;Park, Jong-Beom;Lee, Kwang-Wu
    • Journal of the Korean Geosynthetics Society
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    • v.15 no.4
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    • pp.105-115
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    • 2016
  • This paper describes a restoration of retaining wall, which was collapsed by rainfall. The failure causes was analyzed by field case, and then the countermeasure was suggested. The failure causes confirmed that observance of design and construction criteria was insufficient. It also was the climate condition like a rainfall and inappropriate construction management. The stability analysis for retaining wall, soil improvement and reinforced earth wall was conducted to confirm validity of the countermeasure. The analysis results showed that the suggested construction method satisfied in required safety factors. Therefore, it should be secured the stability of the structure based on the application of appropriate design method and construction management, when structure was constructed.

A Study on the Filed application of Environmental Friendly Porous Concrete For Retaining Wall (환경친화 옹벽용 포러스콘크리트의 현장적용성에 관한 연구Ⅱ)

  • Kim, Jeong-Hwan;Lee, Nam-Ik;Lee, Jun;Park, Seung-Bum;Jang, Young-Il;Seo, Dae-Suck
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.817-820
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    • 2008
  • The river environments of many streams in korea have been deteriorate through the rapid industrialization and urbanization since the 1960s. In korea, on the other hand, much efforts on the research and project have been made for the restoration of the deteriorated streams to close-to-nature. in order to restore the deteriorated streams, therefore, it is necessary to investigate such advanced technologies and materials. In view of this requirement, various research paths are being taken focusing on coarse aggregates to make multi-functional porous concrete having continuous voids so as to improve water and air permeability, acoustic absorption, water purification and applicability to vegetation. The Purpose of this study is to investigate the method for recovery of the environment in the streams area using porous concrete retaining wall block. the multi-P.O.C block applies for test in the Jangduri-cheon have been monitored planting, stability etc. after 6 months, plant grows flourishing and reconstructed in state such as nature rivers.

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Analysis of Water Quality and Discharge Characteristics of Close-to-nature Creek Improvement (자연형 소하천정비사업 수질 및 유량특성 분석)

  • Yeon, Gyu-Bang;An, Kyung-Su;Yeon, In-Sung;Jun, Kye-Won
    • Proceedings of the Korea Water Resources Association Conference
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    • 2006.05a
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    • pp.1027-1031
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    • 2006
  • 본 연구는 자연형 소하천의 유형별, 지역별 자연형 하천공법의 파악 및 시범사업의 적용.평가를 통하여 소하천 특성에 적합한 치수구조와 안정성을 갖추면서 생태계와 조화를 이루고, 친수성과 경관 등 소하천의 환경기능을 향상시키는데 필요한 공사시행의 설계도서를 작성하는데 그 목적을 가지고 수행되었다. 자연형 이동소하천정비 시범사업은 축제공, 배수공, 구조물공, 조경공 등의 공종과 자연석 쌓기, 식생축조블록, 그린리버블록 등 11개의 다양한 호안공법이 적용되어 2003년 12월에 준공하였다. 본 자연형 이동소하천 정비시범 사업에서는 공사 전.중.후에 '하천수질 및 유량측정, 홍수량 측정 및 수리분석 그리고 생태계, 하천수리'에 대한 모니터링 사업을 2003년부터 2006년 현재까지 계속적으로 수행하고 있다. 본 연구는 자연형 소하천정비 시범사업 중에서 유역 내 2003년부터 2005년까지 하천수질 및 유량측정 모니터링 결과를 분석한 것이다. 하천수질 및 유량측정은 하천환경계획을 위한 기본조사로서 효과적인 하천환경관리를 도모하기 위한 기준을 정하기 위한 것이다. 하천 수질 및 유량측정은 하천수질이 악화되는 갈수기를 택하여 월별 일일 4회(6시간 간격)에 걸쳐 시행되었고, 수질측정 항목은 BOD, DO, TP에 대하여 조사 분석되었다.

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Evaluation of Temperature and Humidity Maintenance Performance with Vegetation Blocks Incorporating Waste Glass Beads Using Arduino Sensor (아두이노 센서를 활용한 폐유리 발포비드 혼입 식생블록의 온습도 유지성능 평가)

  • Gil, Min-Woo;Kim, Gyu-Yong;Pyeon, Su-Jeong;Choi, Byung-Cheol;Kim, Moon-Kyu;Nam, Jeong-Soo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.05a
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    • pp.125-126
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    • 2023
  • Recently, heat island and dry island phenomena occur frequently due to land surface development and excessive energy consumption in urban areas. As a result, the surface temperature of the building and the entire temperature of its surroundings are increased, and as a result, the durability of the building is rapidly deteriorated. In order to suppress these causes, a method of maintaining the temperature of road heating wires was implemented as a temporary measure, but this did not predict climate change. Therefore, this study is a method to measure the compressive strength, density, and thermal conductivity of lightweight concrete using waste glass foam beads. After fabricating a simple chamber, the temperature and humidity of the inside and outside were measured with an Arduino device in consideration of external factors. Therefore, if waste glass foam beads made through proper mixing are constructed in the urban center, the quality of the urban can be improved.

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Temperature and humidity characteristics of waste glass aggregate-based vegetation blocks using smart environmental sensor (스마트 환경 센서를 활용한 폐유리 골재 기반 식생블록의 온/습도 특성)

  • Gil, Min-Woo;Kim, Gyu-Yong;Pyeon, Su-Jeong;Choi, Youn-Sung;Park, Jong-Yeop;Nam, Jeong-Soo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.11a
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    • pp.51-52
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    • 2023
  • Recently, heat island and dry island phenomena occur frequently due to land surface development and excessive energy consumption in urban areas. As a result, the surface temperature of the building and the entire temperature of its surroundings are increased, and as a result, the durability of the building is rapidly deteriorated. In order to suppress these causes, a method of maintaining the temperature of road heating wires was implemented as a temporary measure, but this did not predict climate change. Therefore, this study is a method to measure the compressive strength, density, and thermal conductivity of light weight concrete using waste glass foam beads. After fabricating a simple chamber, the temperature and humidity of the inside and outside were measured with an Arduino device in consideration of external factors. Therefore, if waste glass foam beads made through proper mixing are constructed in the urban center, the quality of the urban can be improved.

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Practical Application of GGBS-Based Alkali-Activated Binder to Secondary Products of Concrete (고로슬래그 기반 알카리 활성 결합재의 콘크리트 2차 제품 적용성 평가)

  • Sim, Jae-Il;Yang, Keun-Hyeok
    • Journal of the Korea Institute of Building Construction
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    • v.10 no.5
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    • pp.37-44
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    • 2010
  • This study examined the practical application of ground granulated blast-furnace slag (GGBS) based alkali-activated (AA) binders for the development of cementless environmental-friendly secondary products of concrete, such as brick, shore protection blocks and interlocking blocks. The addition amount and type of alkaline ion to activate GGBS varied according to the diverse qualities of the secondary products of concrete required in Korean industrial standards (KS) and other specifications. Test results showed that the secondary products of concrete using GGBS-based AA binders surpassed the demanded capacities of KS and other specifications. In addition, shore protection block had a pH value close to neutral, enabling an advantageous environment for marine life. Therefore, the GGBS-based AA binders can be effectively applied to develop eco-friendly secondary products of concrete with reduced $CO_2$.

Planting Properties of Porous Polymer Block Using Recycled Coarse Aggregates (재생굵은골재를 사용한 다공성 폴리머 블록의 식생 특성)

  • Sung, Chan-Yong;Kim, Young-Ik
    • Korean Journal of Agricultural Science
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    • v.37 no.1
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    • pp.87-96
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    • 2010
  • This study was performed to evaluate the planting properties of herbaceous plant and cool-season grass in porous polymer blocks that were manufactured by using recycled coarse aggregates and unsaturated polyester resin to develop environmentally friendly planting blocks. Unsaturated polyester resin, natural and recycled coarse aggregates and $CaCO_3$ were used. The mix proportions were determined to satisfy the requirement for the workability and slump according to aggregate sizes(5-10 and 5-20mm). Tests for the void ratio and compressive strength of porous polymer concrete were performed at curing age 7 days. Also, porous polymer block using recycled coarse aggregates were applied to kinds of plants such as tall fescue, Perennial ryegrass, Lesedeza and Alfalfa. After seed, initial germination, germination ratio, cover view and growth length for planting blocks were estimated by various methods.

Experimental Study on Development of Plantable Concrete Block Using Rice Straw Ash and Application for Inclined Plane (볏짚재를 활용한 식생콘크리트 블록 개발 및 사면 적용성에 관한 실험적 연구)

  • 성찬용;김영익
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.45 no.4
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    • pp.107-114
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    • 2003
  • This study was performed to develop the plantable concrete block using rice straw ash and apply for inclined plane. For the planting, plantable concrete block needs infiltration of water and air through void of block. The materials used for plantable concrete block are cement, rice straw ash, and coarse aggregate (5-10, 10-20 mm). Plantable block size is $23\times23\times4$ cm, and species of planting are Tall fescue, Lespedeza cyrtobotrya and Lespedeza cuneata. At the 6 months after seeding, germination ratio and grown-up length of Tall fescue, Lespedeza cyrtobotrya and Lespedeza cuneata are shown in 90%, 60%, 50%, and 40~50 cm, 90~120 cm, 60~75 cm, respectively.