• Journal of the Korean Mathematical Society
• /
• v.51 no.4
• /
• pp.791-815
• /
• 2014

We show amongst other that if $f,g:[a,b]{\rightarrow}\mathbb{C}$ are two functions of bounded variation and such that the Riemann-Stieltjes integral $\int_a^bf(t)dg(t)$ exists, then for any continuous functions $h:[a,b]{\rightarrow}\mathbb{C}$, the Riemann-Stieltjes integral $\int_{a}^{b}h(t)d(f(t)g(t))$ exists and $${\int}_a^bh(t)d(f(t)g(t))={\int}_a^bh(t)f(t)d(g(t))+{\int}_a^bh(t)g(t)d(f(t))$$. Using this identity we then provide sharp upper bounds for the quantity $$\|\int_a^bh(t)d(f(t)g(t))\|$$ and apply them for trapezoid and Ostrowski type inequalities. Some applications for continuous functions of selfadjoint operators on complex Hilbert spaces are given as well.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2007.05a
• /
• pp.1332-1336
• /
• 2007

댐 제방 붕괴파는 갑작스러운 유량의 증가가 발생하여 불연속적인 흐름특성을 가지는 충격파(shock wave)가 전파되며, 갈수기 저수기에는 중소하천의 상류, 여울과 소에서의 흐름 또는 낙차공이나 보, 댐 여수로 등의 수공구조물에서 부분적인 사류 흐름이 발생된다. 이 때 흐름은 한계수위를 통과하게 되므로 기존 수치해법의 적용에 어려움이 존재한다. 본 연구에서는 실제하천에 적용될 수 있는 1차원 HLL, Roe Riemann 근사해법들을 간단히 소개하고, 시간공간적으로 2차의 고정확도 기법으로 확장하는 방법에 대하여 소개하였다. 각 기법을 정확해가 존재하는 댐붕괴 및 마른하도 전파의 경우에 적용하여 각 기법의 적용성 및 정확성을 비교하였다. 그리고 기존 Lax-Friedrichs 기법과 Lax-Wendroff 기법의 적용결과를 비교하였다. 적용결과 Lax-Friedrichs 기법을 제외한 모든 기법이 정확해와 잘 일치하였으며 특히 HLL 기법을 2차 정확도로 확장한 WAF 기법이 가장 높은 정확도로 계산되었다. 그러나 비선형 생성항이 존재하는 실제하천에 있어서 MUSCL 기법을 이용한 2차 정확도 기법이 합리적일 것으로 판단된다.

• Journal of the Korean Mathematical Society
• /
• v.35 no.1
• /
• pp.127-134
• /
• 1998

It is proved [6] that there exists a basis of $L^\Gamma$ (the space of meromorphic vector fields on a Riemann surface, holomorphic away from two fixed points) represented by the vector fields which have the expected zero or pole order at the two points. In this paper, we carry out the same task for the quadratic differentials. More precisely, we compute a basis of $Q^\Gamma$ (the sapce of meromorphic quadratic differentials on a Riemann surface, holomorphic away from two fixed points). This basis consists of the quadratic differentials which have the expected zero or pole order at the two points. Furthermore, we show that $Q^\Gamma$ has a Lie algebra structure which is induced from the Krichever-Novikov algebra $L^\Gamma$.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2017.05a
• /
• pp.322-322
• /
• 2017

천수 흐름에 대한 수치해석에서 매우 작은 수심의 발생은 해가 불안정해지는 주요 원인 중 하나이며, 경사면이 잠기고 드러나는 그 전선에서 그 현상은 더욱 두드러질 수 있다. 특히, 지배 방정식이 보존형으로 기술되는 경우, 흐름률이나 생성항의 계산에서 수심에 의한 나눗셈이 불가피하므로 보존변수를 정확하게 계산하는 것이 해의 안정성을 도모하기 위한 관건이 된다. 이러한 기대에 부응할 수 있는 수치해법으로 흐름률을 정확한 계산할 수 있는 Riemann 해법을 들 수 있다. 또한, 생성항을 정확하게 계산할 수 있도록 계산 격자를 적절하게 구성하고 그 격자가 완전히 잠기지 않을 경우에 대해 물리적으로 타당하게 처리할 필요가 있다. 이 연구에서는 흐름률의 계산에 근사 Riemann 해법을 적용하여 포물면 지형을 지나는 천수 흐름에 대해 모의하였다. 1981년에 W. C. Thacker는 회전 포물면 위의 천수 문제에 대해 천수방정식의 정확해를 처음으로 유도하였다. 이 문제는 지형의 잠김과 드러남이 다수의 계산 격자에서 지속적으로 이루어지기 때문에 천수흐름의 수치 모의에서 극도로 혹독한 조건의 시험으로 알려져 있다. 회전 포물면 위의 천수 문제에 대해 근사 Riemann 해법에 따른 자료의 재구축 방법, 잠김과 드러남의 처리 등에 대해 검토하였다.

• Communications of the Korean Mathematical Society
• /
• v.37 no.1
• /
• pp.213-228
• /
• 2022

In the present paper, we aim to study Yamabe soliton and Riemann soliton on Lorentzian para-Sasakian manifold. First, we proved, if the scalar curvature of an 𝜂-Einstein Lorentzian para-Sasakian manifold M is constant, then either 𝜏 = n(n-1) or, 𝜏 = n-1. Also we constructed an example to justify this. Next, it is proved that, if a three dimensional Lorentzian para-Sasakian manifold admits a Yamabe soliton for V is an infinitesimal contact transformation and tr 𝜑 is constant, then the soliton is expanding. Also we proved that, suppose a 3-dimensional Lorentzian para-Sasakian manifold admits a Yamabe soliton, if tr 𝜑 is constant and scalar curvature 𝜏 is harmonic (i.e., ∆𝜏 = 0), then the soliton constant λ is always greater than zero with either 𝜏 = 2, or 𝜏 = 6, or λ = 6. Finally, we proved that, if an 𝜂-Einstein Lorentzian para-Sasakian manifold M represents a Riemann soliton for the potential vector field V has constant divergence then either, M is of constant curvature 1 or, V is a strict infinitesimal contact transformation.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
• /
• 2004.08a
• /
• pp.264-268
• /
• 2004

• Communications of the Korean Mathematical Society
• /
• v.12 no.2
• /
• pp.203-210
• /
• 1997

We give some interesting identities involving the Hurwitz and Riemann zeta functions.

• Journal of Korea Water Resources Association
• /
• v.42 no.4
• /
• pp.271-279
• /
• 2009

The objective of this study is to develop the scheme to apply one-dimensional finite volume method (FVM) to natural river with complex geometry. In the previous study, FVM using the Riemann approximate solver was performed successfully in the various cases of dam-break, flood propagation, etc. with simple and rectangular cross-sections. We introduced the transform the natural into equivalent rectangular cross-sections. As a result of this way, the momentum equation was modified. The accuracy and applicability of newly developed scheme are demonstrated by means of a test example with exact solution, which uses triangular cross-sections. Secondly, this model is applied to natural river with irregular cross-sections and non-uniform lengths between cross-sections. The results shows that the aspect of flood propagation, location and height of hydraulic jump, and numerical solutions of maximum water level are in good agreement with the measured data. Using the developed scheme in this study, existing numerical schemes conducted in simple cross-sections can be directly applied to natural river without complicated numerical treatment.

• Journal of Korea Water Resources Association
• /
• v.41 no.8
• /
• pp.761-772
• /
• 2008

The object of this study is to develop the model that solves the numerically difficult problems in hydraulic engineering and to demonstrate the applicability of this model by means of various test examples, such as, verification in the gradually varied unsteady condition, three steady flow problems with the change of bottom slope with exact solution, and frictional bed with analytical solution. The governing equation of this model is the integral form of the Saint-Venant equation satisfying the conservation laws, and finite volume method with the Riemann solver is used. The evaluation of the mass and momentum flux with the HLL Riemann approximate solver is executed. MUSCL-Hancock scheme is used to achieve the second order accuracy in space and time. This study introduce the new and simple technique to discretize the source terms of gravity and hydrostatic pressure force due to longitudinal width variation for the balance of quantity between nonlinear flux and source terms. The results show that the developed model's implementation is accurate, robust and highly stable in various flow conditions with source terms, and this model is reliable for one-dimensional applications in hydraulic engineering.

• Journal of applied mathematics & informatics
• /
• v.33 no.1_2
• /
• pp.119-125
• /
• 2015

In this note, two new mappings associated with convexity are propoesd, by which we obtain some new Hermite-Hadamard type inequalities for convex functions via Riemann-Liouville fractional integrals. We conclude that the results obtained in this work are the refinements of the earlier results.