• Journal of Korean Ophthalmic Optics Society
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• v.18 no.4
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• pp.555-560
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• 2013

Purpose: The aims of this study were to investigate the stereoacuity and subjective symptoms of aniseikonia with prescription of the size lens. Methods: Participants were myopic anisometropia patients with the binocular refraction difference between 1.75 D~3.50 D. Inclusion criteria of participants were no ocular pathology, no amblyopia, more than 1.0 of corrected visual acuity. With fully corrected spectacles and a correction with the size lens, Awaya aniseikonia test and Randot Stereo test were conducted respectively. In addition, subjective symptoms were also examined using questionnaire. Results: As the anisometropia increased, the aniseikonia increased. Under the anisometropia with same refractive correction was different for each individual. The prescription of size lens caused less aniseikonia than the general prescription of glasses. In addition, prescription of the size lens improved stereoacuity and relieved the symptoms of asthenopia. Conclusions: The prescription of size lens that can correct aniseikonia with prescription of glasses can improve stereoacuity and reduced asthenopia.

• Journal of Korean Ophthalmic Optics Society
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• v.18 no.1
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• pp.45-51
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• 2013

Purpose: This study was performed to provide indicator of expected aniseikonia by correcting refractive error and to investigate influential factors on aniseikonia. Methods: 20 college students (14 males, 6 females, a mean age of $22.50{\pm}2.72$ years) were selected as subjects whose refractive error with spherical equivalent were within ${\pm}0.50$ D, corrected visual acuity were more than 1.0, and aniseikonia values by AWAYA were less than 1%. After correcting refractive error with spectacles in anisometropia induced by wearing contact lens on their dominant eye or non-dominant eye, practical measured values of aniseikonia were compared with theoretical expected values of it by the formula of spectacle magnification. Results: Practical measured values were higher than theoretical expected values in induced aniseikonia over the whole range of diopter of wearing contact lens. And there was higher measured value of aniseikonia in case of higher diopter of wearing contact lens to induce anisometropia and correcting refractive error with spectacles of (+) diopter after wearing contact lens of (-) diopter to induced anisometropia in dominant eye of women. Conclusions: It is considered that dominant eye plays more important role for visual function in induced aniseikonia and factors such as the induced eye of aniseikonia, the diopter of wearing contact lens, and gender have influenced on aniseikonia.

• Journal of Korean Ophthalmic Optics Society
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• v.18 no.4
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• pp.465-471
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• 2013

Purpose: This study was conducted to research effects of influence factors on stereopsis of induced aniseikonia in emmetropia. Methods: 20 college students (a mean age of $22.50{\pm}2.72$ years, 14 males, 6 females) were selected as subjects and all of them had no ocular disease or systemic disease, the refractive correction of spherical equivalent within ${\pm}0.50$ D, the corrected visual acuity of 1.0 or better and the aniseikonia values less than 1% by AWAYA. Subject's dominant eye was checked by Hole in card method and contact lenses of -7.00 ~ +7.00D were fitted to cause anisometropia in dominant eye or non-dominant eye, respectively. And then aniseikonia was induced with spectacles to correct refractive error by contact lenses. Stereopsis was measured by Random Dot Stereo Acuity Test with LEA symbols$^{(R)}$ (Vision Assessment Corporation$^{TM}$, USA). Results: Stereopsis was remarkably reduced by inducing aniseikonia, with induced aniseikonia in dominant eye, with higher diopter of wearing contact lenses to induce anisometropia, with spectacles lenses correction of minus power after fitting contact lenses with plus power and in case of men. Conclusions: It should be considered to correct anisometropia that aniseikonia could cause reduction of stereopsis.

• Proceedings of the Korea Water Resources Association Conference
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• 2022.05a
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• pp.265-265
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• 2022

유량조사는 측선수, 측정시간, 측정위치, 측정방법 등 많은 기준이 있으며 이를 잘 준수하는 것이 높은 품질의 유량측정 성과를 확보하는 방법이다. 그러나 이러한 기본적인 기준을 잘 준수하더라도 현장 상황에 따라 유량측정 성과에 오차가 포함 될 수 있다. 본 연구에서는 상류 소수력발전소의 방류량에 따라 유량이 변화하고 수위관측소 부근에 큰 저류공간이 있는 현장 여건이 유량측정성과에 어떠한 영향을 끼치는지 검토하였다. 홍천군(주음치교) 관측소는 홍천강 상류에 위치하며 소수력발전소의 운영에 따라 관측소를 흘러가며 그 유량이 소수력발전소의 영향으로 점변한다. 일반적으로 이러한 경우 측정시간을 최대한 짧게 가져가 유량자료의 정확도를 확보한다. 하지만 홍천군(주음치교)의 경우 수위관측소 주변에 큰 저류공간이 있어 이를 동시에 고려해야 하며 단순하게 측정시간을 짧게 하는 것만으로는 측정성과의 품질을 확보 할 수 없다. 왜냐하면 이 저류 공간으로 물이 유입되는 시간동안은 수위관측소의 수위 상승은 미미하지만 하천 유량은 증가하는 부등류가 발생한다. 유량측정은 등류가정에 의한 것으로 수위관측소 주변이 부등류가 발생하면 유량측정 성과에 큰 오류가 나타나기도 한다. 홍천군(주음치교)에서 현장 상황이 등류일 때와 부등류일 때 모두 측정을 실시하였으며 그 차이를 확인하였다. 저류공간의 물 유입이나 유출이 없는, 즉 등류 상태의 유량측정 성과는 수위-유량관계식과 2.86%차이를 보였으며 부등류 상태의 유량측정 성과는 19.85%차이를 보여 큰 차이를 보였다(기준수위 0.49m). 또한 소수력발전소 운영에 따라 유량 상승 시에는 수위-유량관계곡선식 대비하야 양(+)의 편차율이 발생하고, 유량이 하강 시에는 수위-유량관곡선식 대비 음(-)의 편차율 발생하는 것으로 나타났다. 소수력 발전소는 동절기를 제외한 상시 운영으로 홍천군(주음치교) 관측소의 정확한 수위-유량관계식을 확인하기 위하여 소수력 발전소 운영을 중단하고 측정을 실시하였으며 유량변동을 멈추고, 즉 등류 흐름에서 측정한 성과는 수위-유량관계식과 차이가 1.06% 불과한 것으로 나타났다. 수문조사는 측선수, 측정시간, 측점수 등 많은 기준이 있다. 그러나 이러한 측정기준과는 별개로 현장은 다양한 조건이 발생하며 측정성과의 정확도에 영향을 끼치는 경우가 발생하기도 한다. 따라서 유량측정 기준을 잘 준수하는 것도 중요하지만 현장상황을 파악하고 이에 적절한 유량측정을 실시해야 그 오차를 최소화 할 수 있다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.14 no.4
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• pp.70-77
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• 2010

Microcement grouting and micro pile are frequently used for ground modification during tunnel construction. The influence of grouting pressure of microcement grouting and micro pile to the existing bridge which is directly over the constructing tunnel is investigated. Three dimensional seepage flow-structure interactive analysis considering firm water pressure with full stages of construction including the construction of upper bridge, microcement grouting, micro pile and tunnel is performed. The settlement and tilting of the pier of existing bridge violate the design code and the reaction of the bridge are highly increased after grouting. The stress of tunnel bracings such as rockbolt and shotcrete also exceed the limit of the code. The pressure of microcement grouting is confined by bedrock and transmit to the surrounded soil and the upper bridge. Microcement grouting needs mid-high pressure to penetrate through weak fault plane and the pressure greatly influence the safety of the upper structure. It is important to decide and care the grouting pressure to improve weak fault plane directly under the existing structures and the pressure of microcement grouting should be considered in underground analysis.