• Title/Summary/Keyword: Yield response

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Response of Flax Varieties to Planting Density (아마품종의 재식밀도 반응)

  • Kwon, Byung-Sun;Park, Hi-Jin;Lee, Jung-Il;Son, Eung-Ryong;Hwang, Jeong-Kyu
    • KOREAN JOURNAL OF CROP SCIENCE
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    • v.34 no.3
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    • pp.225-228
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    • 1989
  • Under the different conditions of planting density, maturation dates, stem length, oil contents, stem yield and seed yield of flax were investigated in 1984. The results were as followed: Wiera and Storment Goss were earlier in the maturation dates with increasing plant density, However Taijungsung #1 was delayed. Though there is a difference between the varieties stem length was getting longer with increasing plant density., Oil contents were getting higher with increasing plant density, stem yield and seed yield were increased with increasing plant density, on the contrary those were decreased by the growth of ciliary flax in the case of 1200 plants per 1.2m$^2$. Therefore optimum planting density of flax culture was 12cm x 6cm.

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Yield Response and light Utilization to Planting Density in Soybean Cultivars for Bean Sprouting and for Cooking with Rice (나물콩 및 밥밑콩 품종들의 재식밀도에 따른 광이용 수량반응)

  • 이호진;김홍식;이홍석
    • KOREAN JOURNAL OF CROP SCIENCE
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    • v.36 no.2
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    • pp.177-184
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    • 1991
  • Soybean cultivars for bean sprouting, and for cooking with rice are related closely with Korean dietary tradition, but their yields have been kept in low level. The yielding responses of Danyup, a cultivar for bean sprouting and Gumjung, a cultivar for cooking with rice were compared with Paldal as standard cultivar in planting density within 10 to 80 plants per ㎡. Yield of Paldal increased as planting density increased from 10 plants up to 80 plant/㎡. But, Danyup reached at threshold as planting density reached up to 40 plants/㎡. Gumjung did not have significant difference in yield within planting density. Danyup had the highest yield, 445 kg/l0a at 80 plants/㎡. The highest yield of Paldal was 406kg/10a at 40 plants /㎡ while Gumjung had 373kg/ l0a at 40 plants. The yield responses of cultivars were influenced by canopy structure and light utilization. Paldal had short and straight canopy with determinate growth habit responded well at the heavy density, and had 6.2 in critical LA!. But Gumjung, tall and dense canopy with indeterminate growth habit had limited utilization of light within canopy with 5.4 in critical LAI and high rate of lodging. Gumjung was concluded as a low yielding cultivar, since it did not have good response to increasing source size and sink number.

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Effective Tillering Pattern and Grain Yield on Different Sowing Method in Barley (보리 재배양식에 따른 유효분얼의 양상과 수량)

  • 신만균
    • KOREAN JOURNAL OF CROP SCIENCE
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    • v.40 no.5
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    • pp.548-555
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    • 1995
  • This study was aimed to provide understanding on the eco-physiological response of barley tillers as affected by sowing method. Yield and yield contribution rates of tillers were investigated with the data of field experiments in the Honam Crops Experiment Station of Iri, Korea from October 1986 to July 1987. Narrow-seeding (each row placement 40cm$\times$seeding width of each row 18cm), drill-seeding (20cm$\times$5cm) and broadcasting on wide ridge (each ridge placement 120cm$\times$ridge width 90cm) were applied to examine the effects of various sowing methods. Primary tillers such as mainstem, 1 and 2 produced ears in all treatments, but the ear from a secondary tiller of 11 was observed only in broadcasting on wide ridge. Drill-seeding was the highest in number of spikelet, grain and plump grain per ear, while narrow-seeding being the lowest. The plump grain yield per square meter was 679.8g in narrow-seeding, while drill-seeding and broadcasting produced more than narrow seeding by 28.7% and 16.8% respectively. The actual yields per l0a for sowing methods showed a similar pattern to plump grain yield per square meter in which the yield was 567.6kg by narrow-seeding and the increments of drill-seeding and broadcasting were 30.6% and 15.4%, respectively.

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Assessment of effect of material properties on seismic response of a cantilever wall

  • Cakir, Tufan
    • Geomechanics and Engineering
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    • v.13 no.4
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    • pp.601-619
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    • 2017
  • Cantilever retaining wall movements generally depend on the intensity and duration of ground motion, the response of the soil underlying the wall, the response of the backfill, the structural rigidity, and soil-structure interaction (SSI). This paper investigates the effect of material properties on seismic response of backfill-cantilever retaining wall-soil/foundation interaction system considering SSI. The material properties varied include the modulus of elasticity, Poisson's ratio, and mass density of the wall material. A series of nonlinear time history analyses with variation of material properties of the cantilever retaining wall are carried out by using the suggested finite element model (FEM). The backfill and foundation soil are modelled as an elastoplastic medium obeying the Drucker-Prager yield criterion, and the backfill-wall interface behavior is taken into consideration by using interface elements between the wall and soil to allow for de-bonding. The viscous boundary model is used in three dimensions to consider radiational effect of the seismic waves through the soil medium. In the seismic analyses, North-South component of the ground motion recorded during August 17, 1999 Kocaeli Earthquake in Yarimca station is used. Dynamic equations of motions are solved by using Newmark's direct step-by-step integration method. The response quantities incorporate the lateral displacements of the wall relative to the moving base and the stresses in the wall in all directions. The results show that while the modulus of elasticity has a considerable effect on seismic behavior of cantilever retaining wall, the Poisson's ratio and mass density of the wall material have negligible effects on seismic response.

SPECTRUM WEIGHTED RESPONSES OF SEVERAL DETECTORS IN MIXED FIELDS OF FAST AND THERMAL NEUTRONS

  • Kim, Sang In;Chang, Insu;Kim, Bong Hwan;Kim, Jang Lyul;Lee, Jung Il
    • Nuclear Engineering and Technology
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    • v.46 no.2
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    • pp.273-280
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    • 2014
  • The spectrum weighted responses of various detectors were calculated to provide guidance on the proper selection and use of survey instruments on the basis of their energy response characteristics on the neutron fields. To yield the spectrum weighted response, the detector response functions of 17 neutron-measuring devices were numerically folded with each of the produced calibration neutron spectra through the in-house developed software 'K-SWR'. The detectors' response functions were taken from the IAEA Technical Reports Series No. 403 (TRS-403). The reference neutron fields of 21 kinds with 2 spectra groups with different proportions of thermal and fast neutrons have been produced using neutrons from the $^{241}Am$-Be sources held in a graphite pile, a bare $^{241}Am$-Be source, and a DT neutron generator. Fluence-average energy ($E_{ave}$) varied from 3.8 MeV to 16.9 MeV, and the ambient-dose-equivalent rate [$H^*(10)/h$] varied from 0.99 to 16.5 mSv/h.

A Study on Characteristics and Dynamic Response Spectrum of Near Fault Ground Motions (근거리지진의 특성과 동적응답스펙트럼에 관한 연구)

  • Bang, Myung-Seok;Han, Sung-Ho
    • Journal of the Korean Society of Safety
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    • v.20 no.3 s.71
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    • pp.143-151
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    • 2005
  • In this study, it is demonstrated that how the effect of the Near Fault Ground Motion affects the response of the structure. Considering the general characteristic of Near Fault Ground Motion the characteristics of Near Fault Ground Motions is analysed by elastic response spectrums, and the inelastic response spectrum is evaluated with the ductility and the yield strength to consider the inelastic behavior which couldn't be simulated through the elastic response spectrum. The result of this study shows that the effect of Near Fault Ground Motion should be considered in the long period range of long span structures but the domestic seismic design code was developed based on Far Fault Ground Motions, so the effects of Near Fault Ground Motions, which is very serious especially in large structures with a long period, are not considered. Therefore, the effect of the Near Fault Ground Motion has to be examined especially in the seismic performance evaluation of long period structure.