• Title/Summary/Keyword: penetration ratio

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Performance Evaluation of the Runoff Reduction with Permeable Pavements using the SWMM Model (SWMM 분석을 통한 투수성 포장의 유출 저감 특성 평가)

  • Lin, Wuguang;Ryu, SungWoo;Park, Dae Geun;Lee, Jaehoon;Cho, Yoon-Ho
    • International Journal of Highway Engineering
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    • v.17 no.4
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    • pp.11-18
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    • 2015
  • PURPOSES: This study aims to evaluate the runoff reduction with permeable pavements using the SWMM analysis. METHODS: In this study, simulations were carried out using two different models, simple and complex, to evaluate the runoff reduction when an impermeable pavement is replaced with a permeable pavement. In the simple model, the target area for the analysis was grouped into four areas by the land use characteristics, using the statistical database. In the complex model, simulation was performed based on the data on the sewer and road network configuration of Yongsan-Gu Bogwang-Dong in Seoul, using the ArcGIS software. A scenario was created to investigate the hydro-performance of the permeable pavement based on the return period, runoff coefficient, and the area of permeable pavement that could be laid within one hour after rainfall. RESULTS : The simple modeling analysis results showed that, when an impervious pavement is replaced with a permeable pavement, the peak discharge reduced from $16.7m^3/s$ to $10.4m^3/s$. This represents a reduction of approximately 37.6%. The peak discharge from the whole basin showed a reduction of approximately 11.0%, and the quantity decreased from $52.9m^3/s$ to $47.2m^3/s$. The total flowoff reduced from $43,261m^3$ to $38,551m^3$, i.e., by approximately 10.9%. In the complex model, performed using the ArcGIS interpretation with fewer permeable pavements applicable, the return period and the runoff coefficient increased, and the total flowoff and peak discharge also increased. When the return period was set to 20 years, and a runoff coefficient of 0.05 was applied to all the roads, the total outflow reduced by $5195.7m^3$, and the ratio reduced to 11.7%. When the return period was increased from 20 years to 30 and 100 years, the total outflow reduction decreased from 11.7% to 8.0% and 5.1%, respectively. When a runoff coefficient of 0.5 was applied to all the roads under the return period of 20 years, the total outflow reduction was 10.8%; when the return period was increased to 30 and 100 years, the total outflow reduction decreased to 6.5% and 2.9%, respectively. However, unlike in the simple model, for all the cases in the complex model, the peak discharge reductions were less than 1%. CONCLUSIONS : Being one of the techniques for water circulation and runoff reduction, a high reduction for the small return period rainfall event of penetration was obtained by applying permeable pavements instead of impermeable pavement. With the SWMM analysis results, it was proved that changing to permeable pavement is one of the ways to effectively provide water circulation to various green infrastructure projects, and for stormwater management in urban watersheds.

Analysis of the Problem of College Entrance System in Webtoon : in , (웹툰에서 재현하는 입시문제 : <공부하기 좋은 날>, <입시명문사립 정글고등학교>를 중심으로)

Evaluation on Durability of High Performance Concrete with Expansive Additive and Shrinkage Reducing Admixture (팽창재와 수축저감제를 사용한 고성능 콘크리트의 내구성 평가)

  • Koh, Kyung-Taek;Kang, Su-Tae;Park, Jung-Jun;Ryu, Gum-Sung
    • Journal of the Korea Concrete Institute
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    • v.18 no.2 s.92
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    • pp.205-211
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    • 2006
  • The objective of this study was to evaluate the durability of low shrinkage high performance concrete(LSHPC), which was combined with expansive additives and shrinkage reducing admixtures. We tested for not only LSHPC but also high performance concrete(HPC) and normal concrete(NC) to be compared with the durability of LSHPC. HPC was made in the same water-binder ratio of LSHPC without expansive additives and shrinkage reducing admixture. As a result, it was found that LSHPC had higher compressive and tensile strength than that of HPC. LSHPC showed more excellent performance than HPC and NC in the case of resistance to chloride ion penetration and resistance to carbonation and also showed nearly 100 durability factor in the freeze-thawing test with 500 cycles. From the examination about the watertightness and the pore distribution, it was found that the durability of LSHPC was improved because its hardened cement paste is organized closer. So we can conclude that when LSHPC is applied to structures in field, it is possible to reduce the shrinkage and crack in concrete and improve the durability.

Evaluation of Application of High Quality Recycled Fine Aggregate Manufacturing System by the Drying Specific Gravity Separation Method (건식비중분리법에 의한 고품질 재생잔골재 제조생산 시스템의 적용성 평가)

  • Kim Moo-Han;Kim Jae-Hwan;Kim Yong-Ro;Na Chul-Sung
    • Journal of the Korea Concrete Institute
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    • v.17 no.1 s.85
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    • pp.69-76
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    • 2005
  • In this study, the high qualify recycled fine aggregate manufacturing system by the drying specific gravity separation method was evaluated. For the evaluation of the performance of the recycled aggregate, the engineering properties and durability of recycled aggregate has been tested. From the test results, the quality of recycled fing aggregates was improved by high quality recycled fine aggregate manufacturing system and satisfied with the quality standards of KS and JASS 5. Also, compressive and tensile strengths of recycled concrete show no critical difference caused by recycled fine aggregate replacement ratio. However, durability such as carbonation depth chloride ion penetration depth and drying shrinkage shows more deterioration than the concrete without recycled fine aggregate

Changes in the Soil Physical Properties of Vineyard Converted from Paddy Field (논에서 전환한 포도원의 토양물리적 특성변화)

  • Yun, Eul-Soo;Jung, Ki-Youl;Park, Ki-Do;Ko, Jee-Yeon;Lee, Jae-Saeng;Park, Sung-Tae
    • Korean Journal of Soil Science and Fertilizer
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    • v.42 no.3
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    • pp.145-151
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    • 2009
  • This study was conducted to develop rational soil management and enhance the productivity of lands converted from paddy soils. Specifically, the changes in the soil physical properties brought about by the change in land usage from paddy soil were evaluated. This was carried out from 1999 to 2001 at 50 site in large-scale converted paddy fields of Kimcheon, Youngcheon, Gyeongsan and Milyang in the Youngnam region, categorized according to soil texture and drainage class. The ridge height of converted paddy soils was higher in coarse-textured and poorly-drained soils than in fine-textured and well-drained soils. The gray color of the surface soil was of lesser degree in converted soils than paddy soils and more notable in welldrained soils. The porosity ratio and the formation of aggregate structure were higher, and the appearance of soil mottling was deeper in converted paddy fields than in paddy soils. The glaying layer "g" of surface soil degraded with time. The porosity and amount of water stable aggregate was found to increase with time after conversion. The penetration resistance of the converted paddy soil was lower and deeper with time after conversion. The soil aeration of the converted paddy soil was lower in sandy loam than in loamy soil. Furthermore, soil aeration was influenced by ridge height and drainage class in poorly-drained soils.

Basic Study on Spray Behavior for Application of Biofuel to Diesel Engines (Palm Oil-Considering Viscosity) (바이오연료의 엔진 적용을 위한 분무거동 기초연구(팜유-점성고려))

  • Yeom, Jeong-Kuk;Ha, Hyung-Soo
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.36 no.7
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    • pp.745-752
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    • 2012
  • Diesel engines are most suitable for biodiesel fuel because diesel fuel has a higher cetane number compared to gasoline and diesel engines have no spark ignition system; hence, engine conversion is easy and cost effective. For these reasons, in this study, the spray behavior characteristics of vegetable palm oil were analyzed by using a common-rail injection system of a commercial diesel engine, and the results were compared with those obtained for the diesel fuel. The injection pressures and blend ratios of palm oil and diesel fuel (BD3, BD5, BD20, BD30, BD50, and BD100) were the main parameters. The experiments were conducted for different injection pressures-500 bar, 1000 bar, 1500 bar, and 1600 bar-by setting the injection duration at $500{\mu}s$. We determined there is no significant difference in the macro characteristics of the spray behavior (spray penetration and spray angle) in response to any change in the blend ratio of palm oil and diesel fuel at a fixed injection pressure. In particular, all experiments showed a spray angle of approximately $15^{\circ}$.

Cellular Protective Effects and Mechanisms of Kaempferol and Nicotiflorin Isolated from Annona muricata against 1O2-induced Damage (그라비올라로부터 분리된 Kaempferol 및 Nicotiflorin의 1O2으로 유도된 세포손상에 대한 보호 효과와 그 메커니즘)

  • Park, So Hyun;Shin, Hyuk Soo;Lee, Nan Hee;Hong, In Kee;Park, Soo Nam
    • Applied Chemistry for Engineering
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    • v.29 no.1
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    • pp.49-55
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    • 2018
  • In this study, we investigated the cellular protective effects and mechanisms of nicotiflorin and its aglycone kaempferol isolated from Annona muricata. The protective effect of these components against $^1O_2$-induced cell damage was also studied by using L-ascorbic acid and (+)-${\alpha}$-tocopherol as controls. Kaempferol exhibited the most potent protective effect, followed by (+)-${\alpha}$-tocopherol and nicotiflorin. L-Ascorbic acid did not exhibit any cellular protective effects. To elucidate the mechanism underlying protective effects, the quenching rate constant of the singlet oxygen, free radical-scavenging activity, ROS-scavenging activity, and uptake ratio of the erythrocyte membrane were measured. The results showed that the cell membrane penetration is a key factor determining the cellular protective effect of kaempferol and its glycoside nicotiflorin. The result from L-ascorbic acid demonstrated that the cellular protective effect of a compound depends on its ability to penetrate the cell membrane and is independent of its antioxidant capacity. In addition, it is suggested that cellular protective effects of kaempferol and (+)-${\alpha}$-tocopherol depend not only on the cell permeability, but also on free radical- and ROS-scavenging activities. These results indicate that the cell permeability and free radical- and ROS- scavenging activities of antioxidants are major factors affecting the protection of cell membranes against the oxidative damage induced by photosensitization reaction.

Quality Characteristics of Pound Cake with Olive Oil (올리브유를 첨가한 파운드케이크의 품질특성)

  • Chung Nam-Yong;Choi Soon-Nam
    • Korean journal of food and cookery science
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    • v.22 no.2 s.92
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    • pp.222-228
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    • 2006
  • The effects of olive oil addition on the quality characteristics of pound cake was investigated. Olive oil was added to the batter at a ratio of 33, 66 and 100%. The volume of pound cake prepared by adding $33{\sim}100%$ olive oil increased from 841.2 to 1083.2 mL. The volume index of pound cake prepared by adding $33{\sim}100%$ olive oil increased by $3.19{\sim}3.70$ and that of the control was 2.88. The hardness and penetration resulting from the addition of $33{\sim}100%$ olive oil decreased significantly during storage for 1 hour and 72 hours, respectively. The lightness and redness values of the cake decreased with increasing olive oil content. The taste, moistness and overall acceptability of the pound cake with 66% olive oil were the best.

Development of Liquid Crystal Optic Modulation Based X-ray Dosimeter by Using CdS Sensor (CdS 센서를 이용한 액정 광변조 X-선 검출 시스템 개발)

  • Noh, Si-Cheol;Kang, Sang-Sik;Jung, Bong-Jae;Choi, Il-Hong;Kim, Hyun-Hee;Cho, Chang-Hoon;Park, Jun-Hong;Park, Ji-Koon
    • Journal of the Korean Society of Radiology
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    • v.5 no.6
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    • pp.357-361
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    • 2011
  • In this study, the liquid-crystal optical modulation X-ray detection system using a CdS which is a family of II-IV compound semiconductor was proposed. The system consist of the detector, the signal processing part, the liquid-crystal driving parts, microcontroller, and I/O parts, and was designed to be suitable for miniaturization and portable. In addition, the system can measure a wide range X-ray by using the detecting range selection. In order to evaluate the performance of the proposed system, the CdS sensor's output characteristics were confirmed in accordance with changes of dose, and excellent correlation was determined. And also, the optical penetration ratio was discussed in accordance with changes of the applied voltage by measuring the change of the liquid-crystal in accordance with changes of the applied voltage. Through these results, the characteristics of the liquid-crystal optical modulation system such as the excellent reproducibility and the noise immunity were confirmed. And we considered that the CdS cell-based liquid-crystal optical modulated portable X-ray detection system could be applied to compact, low-cost, portable system.

Effects of Aggregate Grading on the Performance of High-Flowing Concrete with General Strength (일반 강도용 고유동 콘크리트에서의 골재 입도 영향)

  • Kim, Sang Chel;Kim, Yun Tae;Shin, Dong Cheol
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.16 no.6
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    • pp.63-72
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    • 2012
  • The high-flowing concrete requires additionally or excessively more expensive admixture than conventional concrete. So, the concrete has not to be widely used in practical field due to the increase of production price, need of additional facilities, and excessive development of concrete strength in associate with addition of too much cementitious material even though it has more significant advantages than conventional concrete. Thus, this study aims at developing high-flowing concrete with general strength unlike high strength which has been carried out in conventional study. To observe the role of aggregate in the concrete quantitatively and to increase the performance of high-flowing concrete effectively, parametric studies were carried out such as W/C, s/a, fineness modulus of aggregate, contribution degree of particle sizes, and the effect of 13mm aggregate and fine stone powder as a partial replacement of aggregates. And the effect of these factors on performance of the concrete was evaluated by measuring slump-flow and gap of penetration height in U-typed instrument. As a result, it was found that flowability of high-flowing concrete depends upon grading of fine aggregate more significantly than that of coarse aggregate and is enhanced greatly as fineness modulus of fine aggregate decreases and the value of s/a increases. In addition, the application of 13mm aggregate and fine stone powder are expected as a partial replacement of aggregate in order to increase the performance of high-flowing concrete more effectively.