• Title/Summary/Keyword: Capacity Ratio

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Influence of Dietary Addition of Dried Wormwood (Artemisia sp.) on the Performance, Carcass Characteristics and Fatty Acid Composition of Muscle Tissues of Hanwoo Heifers

  • Kim, Y.M.;Kim, J.H.;Kim, S.C.;Ha, H.M.;Ko, Y.D.;Kim, C.-H.
    • Asian-Australasian Journal of Animal Sciences
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    • v.15 no.4
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    • pp.549-554
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    • 2002
  • An experiment was conducted to examine the performance and carcass characteristics of Hanwoo (Korean native beef cattle) heifers and the fatty acid composition of muscle tissues of the heifers when the animals fed diets containing four levels of dried wormwood (Artemisia sp.). For the experiment the animals were given a basal diet consisting of rice straw and concentrate mixed at 3:7 ratio (on DM basis). The treatments were designed as a completely randomized design with two feeding periods. Heifers were allotted in one of four dietary treatments, which were designed to progressively substitute dried wormwood for 0, 3, 5 and 10% of the rice straw in the basal diet. There was no difference in body weight gain throughout the entire period between the treatment groups. Feed conversion rate was improved (p<0.05) only by the 3% dried wormwood inclusion treatment compared with the basal treatment. Carcass weight, carcass yield and backfat thickness of all treatment groups were not altered by wormwood inclusion. The 5% dried wormwood inclusion significantly increased (p<0.05) the size of loin-eye area over the other treatments. The higher levels (5 and 10%) of dried wormwood inclusion resulted in the higher (p<0.05) water holding capacity (WHC) in loin than the lower levels (0 and 3%) of wormwood inclusion. The redness ($a^*$) and yellowness ($b^*$) values of meat color were significantly lower (p<0.05) in the top round muscle of heifers fed the diet containing 3% dried wormwood. There was a profound effect of the progressively increased intake of dried wormwood led to the linear increase of unsaturated fatty acid content and the linear decrease of saturated fatty acid content in the muscle tissues of Hanwoo heifers. It is concluded that the feeding diets containing dried wormwood substituted for equal weights of rice straw at 5% levels would be anticipated to provide better quality roughage for beef heifer production and economical benefits for beef cattle producers.

Effect of Lighting Regimes on Performance and Meat Quality of Broilers (점등체계가 육계의 생산성과 육질특성에 미치는 영향)

  • Na, Jae Cheon;Park, Sung Bok;Kang, Hwan Ku;Kim, Dong Wook;Kim, Min Ji;Bang, Han Tae;Chae, Hyun-Seok;Choi, Hee Chul;Suh, Ok Suk;Hong, Eui Chul
    • Journal of Animal Environmental Science
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    • v.18 no.3
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    • pp.173-182
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    • 2012
  • The study was carried out to investigate the effect of lighting regimes on performance and meat quality of broiler. A total of 912 chicks was divided into 2 groups with male (3 replications/group, 34 heads/replication) and female (3 replications/group, 42 heads/replication). Treatments were control (C, natural lighting), T1 treatment (24L), and T2 treatment (1~2d, 24L; 2~4d, 23L+1D; 4~16d, 16L+8D; 16~21d, 18L+6D; 21~42d, 23L+1D) by lighting regimes. There was no significantly different on body weight, body weight gain, feed intake, and feed conversion ratio of male and female of broilers among treatments. There was no significantly different on cooking loss and water hold capacity of all broiler's meats among treatments. Share force of lighting regimes was higher compared to control (P<0.05). There was no significantly different on common ingredients (moisture, crude protein, crude fat, and ash) of broiler's meat. Finally, lighting regimes may decrease the stress as well as improve the growth performance and meat quality of broilers

Assessment of domestic water supply potential of agricultural reservoirs in rural area considering economic index (경제성 지표를 활용한 농업용저수지의 생활용수 공급가능성 평가)

  • Yoon, Kwang-Sik;Choi, Soo-Myung;Chai, Jong-Hun;Yoo, Seung-Hwan;Choi, Dong-Ho;Yoon, Suk-Gun;Lee, Chang-Hee;Jung, Kyung-Hun;Shin, Gil-Chai
    • Journal of Korean Society of Rural Planning
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    • v.23 no.1
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    • pp.85-96
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    • 2017
  • Existing agricultural reservoirs are considered as alternative source for the water welfare of rural area. In this study, domestic water supply potential of 476 reservoirs, which has storage capacity more than one million cubic meter, out of 3,377 agricultural reservoirs managed by Korean Rural Community Corporation (KRC) were investigated. Among them water quality of 136 reservoirs met the criteria of domestic water source which show less than COD 3 ppm. Available amount for domestic water of reservoirs, which meet the water quality, for ten year return period of drought was analyzed with reservoir water balance model. The results showed that 116 reservoirs has potential for supplementary domestic water supply while satisfying irrigation water supply. Finally, economic analysis using Net Present Value (NPV), Benefit-Cost (B/C) ratio, Internal Rate of Return (IRR), and Profitability Index (PI) methods was also conducted. The analysis showed that 19 reservoirs satisfied economic feasibility when water is provided from reservoir outlet but only 9 reservoirs meet the economic feasibility if water delivered from a reservoir to treatment plant by newly built conveyance canal. In order to supply the domestic water through the agricultural reservoirs managed by KRC, it is necessary to flexibly interpret and operate the 'Rearrangement of Agricultural and Fishing village Act'. Also, it is reasonable to participate in the water service business when there is a supply request from other Ministries. In addition, the KRC requires further effort to change the crop system for saving water and improve efficiency of irrigation systems.

Dynamic Behavior of the Prestressed Composite Girder by Modal Tests and Moving Train Analysis (프리스트레스트 강합성 거더의 모달테스트 및 이동 열차하중 해석에 의한 동적거동)

  • Kim, Sung Il;Lee, Pil Goo;Lee, Jung Whee;Yeo, In Ho
    • Journal of Korean Society of Steel Construction
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    • v.18 no.6
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    • pp.793-804
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    • 2006
  • Various PSC and steel-concrete composite railway bridges are being developed for short-medium spans with structural and economic efficiency. According to the design concept, the prestressed composite girder bridge has the advantages of being lightweight and having low girder depth, with the capacity for long spans. However, the dynamic behavior under a passing train is one of the critical issues concerning these railway bridges designed with more flexibility. Therefore, it is very important to evaluate the modal parameters before performing dynamic analyses. In this paper, real-scale prestressed composite girders were fabricated as a test model and modal testing was carried out to evaluate modal parameters including natural frequency and modal damping ratio. During the modal testing, a digitally controlled vibration exciter as well as an impact hammer was applied to obtain frequency-response functions, and the modal parameters were also evaluated after the fracture of test models. With application of reliable properties from modal tests, the estimation of dynamic performances of prestressed composite girder railway bridges can be obtained from various parametric studies on dynamic behavior under the passage of a moving train.

Shear Capacity Evaluation of Steel Plate Anchors Using Folded Steel Plate in AU-composite Beam (절곡 강판을 이용한 AU합성보 덮개형 강재앵커의 전단성능 평가)

  • Lim, Hwan Taek;Choi, Byong Jeong
    • Journal of Korean Society of Steel Construction
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    • v.29 no.5
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    • pp.389-400
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    • 2017
  • Based on U-shaped composite beam, the new form of AU-composite beam were developed to create economical and efficient components reducing the cost and shortening the length of construction work. Because the U-shaped sections are open and needs to be fixed by topping concrete securely. Therefore, it is required to maintain the U-shaped sections in a structure and to work in the safe condition through construction. It also requires accessories that resist the horizontal shear force for synthesis between the top and bottom of the U-shaped section. To reinforce these shortcomings, a shear connector has been developed with various purposes of steel plate anchors. In this study, the steel plate anchors were directly tested and the shear force was evaluated by the horizontal shear force. The experiment was divided into two types, depending on the applicable deck plates. As a result of the experiment, the continuous type specimens showed greater resistance in both strength and displacement than the ones of stud anchor specimen. In discontinuous type case, due to shear simulations and simple element analysis, the less increase the ratio of width to height and the more shear strength decreased. Thus, the shear strength equation of the stud anchor was modified to suggest the new shear strength based on the testing results.

Antioxidative Capacity and Quality Characteristics of Yanggaeng using Fermented Red Ginseng for the Elderly (발효홍삼 농축액을 이용한 노인용 기능성 간식(양갱)의 항산화성 및 품질특성)

  • Kim, Ae-Jung;Han, Myung-Rhun;Lee, Soo-Jeong
    • The Korean Journal of Food And Nutrition
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    • v.25 no.1
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    • pp.83-89
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    • 2012
  • In this study red ginseng was extracted with ethanol and then fermented by yeasts including Lactobacillus casei and Bifidobacterium longum. Fermented red ginseng extracts(FRGE) were found to be more effective antioxidants in vitro with regards to 1,1-diphenyl-2-picrylhydrazyl(DPPH) radical scavenging activity than red ginseng extracts(RGE). In FRGE, the contents of ginsenosides $Rb_1$, $-Rb_2$ and -Rc were much lower than in RGE, however, the contents of ginsenosides 20(S)$-Rg_3$, 20(R)$-Rg_3$ and compound K were higher than RGE. FRGE was added to Yanggaeng(0, 5, 10, 15, 20%), and physicochemical and sensory evaluations of the Yanggaeng were conducted. The L and b values of Yanggaeng with added FRGE were decreased by increasing the ratio of FRGE, while the a value was increased. Sensory evaluations for, taste, color, flavor, texture and overall acceptability of Yanggaeng with addition of FRGE (10%) were applicable for improving the Yanggaeng product.

Effect of Feeding Complex of Wild Chrysanthemum Powder, Probiotics and Selenium on Meat Quality in Finishing Porks (들국화분말, 생균제 및 Selenium 복합 급여가 비육기 돈육의 육질 특성에 미치는 영향)

  • Jin, Sang-Keun;Kim, Il-Suk;Hur, In-Chul;Choi, Seung-Youn;Yu, Ki-Ok;Kim, Jin-Gun;Kang, Suk-Nam
    • Food Science of Animal Resources
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    • v.29 no.1
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    • pp.114-120
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    • 2009
  • This study was conducted to determine the effect of feeding complex of wild chrysanthemum powder, probiotics and selenium on meat quality in finishing pigs ($LY{\times}D$). 25 pigs were randomly alloted to two treatments; C (basal diet), T (C diet added 0.3% wild chrysanthemum powder, 0.1% probiotics and 0.1% selenium). Pigs were slaughtered at approximately 110 kg final weight and chemical composition, physico-chemical characteristics, fatty acid composition and sensory test were measured in pork loin. Proximate composition, pH, water holding capacity, cooking loss, shear force and color were no differences among the tested samples. Texture properties of hardness in treatment were significantly higher than the control (p<0.05). Fresh meat of overall acceptance and cooked meat of tenderness, juiciness and overall acceptability in T were significantly higher than the control. Fatty acid compositions of myristic acid, palmitoleic acid, oleic acid, unsaturated fatty acid and monounsaturated fatty acid in T were significantly higher than the control.

Flexural Strength Analysis of RC T-Beams Strengthened Using Fiber Sheets (섬유시트로 보강된 T형 철근콘크리트보의 휨 강도 해석)

  • Park, Tae-Hyo;Lee, Gyu-Chul
    • Journal of the Korea Concrete Institute
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    • v.15 no.2
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    • pp.234-245
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    • 2003
  • Most of the concrete bridge structures are exposed to damage due to the excessive traffic loading and the aging of the structure. The damage of concrete causes the further deterioration of the function in the concrete structure due to corrosion of the reinforced bars and decohesion between the concrete and the reinforced bar. The quick rehabilitation of the damaged concrete structures has become of great importance in the concrete structural system in order to avoid the further deterioration of the structures. Recently fiber sheets are used for strengthening the damaged concrete structures due to its many advantages such as its durability, non-corrosive nature, low weight, ease of application, cost saving, control of crack propagation, strength to thickness ratio, high tensile strength, serviceability and aesthetic. However, the lack of analytical procedures for assessing the nominal moment capacity by the fiber sheet reinforcement leads to difficulties in the effective process of decisions of the factors in the strengthening procedure. In this work, flexural strengthening effects by fiber sheets bonded on bottom face of the member are studied for the reinforced concrete T beam. In addition, auxiliary flexural strengthening effects by U-type fiber sheets bonded on bottom and side faces of the member to prevent delamination of the bottom fiber sheet are theoretically investigated. The analytical solutions are compared with experimental results of several references to verify the proposed approach. It is shown that the good agreements between the predicted results and experimental data are obtained.

Power Configuration using Weighted Sum Genetic Algorithm in Femtocell System (가중치 합 유전자 알고리즘을 이용한 펨토셀 전력 설정 기법)

  • Hong, In;Hwang, Jae-Ho;Shon, Sung-Hwan;Kim, Jae-Moung
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.9 no.6
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    • pp.136-150
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    • 2010
  • Due to the effect of indoor coverage problem, the QoS of the indoor users will be degraded dramatically, with the number of indoor users. The femto cell is a popular solution for such problems. Since the price of the femto base station is usually cheap enough, one can sets up huge number of base stations in a small indoor area to reduce the size of communication cell. In this way, the QoS of the indoor users can be improved significantly. Moreover, the data rate can also be increased. However, how to decide an ideal transmitting power according to the surrounding radio environment is not a trivial problem, that still has not been addressed well. If the transmit power of femto base station is too large, the interference to the macro users will be increased. Conversely, if the transmit power of femto base station is too small; the coverage of femto base station will be reduced. To address this problem, we propose a power configuration method in femto base station using Genetic Algorithm by investigating a new fitness function. Furthermore, we adopt the weighted sum approach to improve the user performance in different modes. The simulation results show that the proposed power configuration method can not only improves the downlink SINR, but also enhance the channel capacity for both the Macro cell systems and Femto cell systems compared with some conventional methods.

Strut-and-Tie Model for Shear Strength of Reinforced Concrete Squat Shear Walls (저층형 철근콘크리트 전단벽의 전단강도 평가를 위한 스트럿-타이 모델)

  • Mun, Ju-Hyun;Yang, Keun-Hyeok
    • Journal of the Korea Concrete Institute
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    • v.27 no.6
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    • pp.615-623
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    • 2015
  • The previous strut-and-tie models (STMs) to evaluate the shear strength of squat shear walls with aspect ratio less than 2.0 do not consider the axial load transfer of concrete strut and individual shear transfer contribution of horizontal and vertical shear reinforcing bars in the web. To overcome the limitation of the existing models, a simple STM was established based on the crack band theory of concrete fracture mechanics. The equivalent effective width of concrete strut having a stress relief strip was determined from the neutral axis depth and effective factor of concrete strength. The shear transfer mechanism of shear reinforcement at the extended crack band zone was calculated from an internally statically indeterminate truss system. The shear transfer capacity of concrete strut and shear reinforcement was then driven using the energy equilibrium in the stress relief strip and crack band zone. The shear strength predictions of squat shear walls evaluated from the current models are in better agreement with 150 test results than those determined from STMs proposed by Siao and Hwang et al. Furthermore, the proposed STM gives consistent agreement with the observed trend of the shear strength of shear walls against different parameters.