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    Discussion of “<i>Numerical Simulation of Degradation of Alluvial Channel Beds</i>” by Inbo Park and Subhash C. Jain (July, 1987, Vol. 113, No. 7) 

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 005
    Author(s): Jinn‐Chuang Yang
    Publisher: American Society of Civil Engineers
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    Hybrid Finite-Difference Scheme for Solving the Dispersion Equation 

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 001
    Author(s): Tung-Lin Tsai; Jinn-Chuang Yang; Liang-Hsiung Huang
    Publisher: American Society of Civil Engineers
    Abstract: An efficient hybrid finite-difference scheme capable of solving the dispersion equation with general Peclet conditions is proposed. In other words, the scheme can simultaneously deal with pure advection, pure diffusion, ...
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    Characteristics Method Using Cubic–Spline Interpolation for Advection–Diffusion Equation 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 006
    Author(s): Tung-Lin Tsai; Jinn-Chuang Yang; Liang-Hsiung Huang
    Publisher: American Society of Civil Engineers
    Abstract: The characteristics method by using the cubic-spline interpolation is comparable to the Holly–Preissmann scheme in solving the advection portion of the advection–diffusion equation. In order to conduct a cubic-spline ...
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    Estimation of Unit Hydrograph by Ridge Least-Squares Method 

    Source: Journal of Irrigation and Drainage Engineering:;1995:;Volume ( 121 ):;issue: 003
    Author(s): Bing Zhao; Yeou-Koung Tung; Jinn-Chuang Yang
    Publisher: American Society of Civil Engineers
    Abstract: Least squares (LS) methods are frequently used to determine an optimal unit hydrograph (UH) for a watershed. However, the conventionally used ordinary LS method could potentially produce a UH with unwanted fluctuation among ...
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    Incorporating Daily Rainfall to Derive At-Site Hourly Depth-Duration-Frequency Relationships 

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 009
    Author(s): Shiang-Jen Wu; Yeou-Koung Tung; Jinn-Chuang Yang
    Publisher: American Society of Civil Engineers
    Abstract: Two models are herein presented to derive at-site hourly based rainfall depth-duration-frequency (DDF) relationships by incorporating daily rainfall information. The model development is motivated by the desire to utilize ...
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    Fractional Steps Scheme of Finite Analytic Method for Advection–Diffusion Equation 

    Source: Journal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 001
    Author(s): Tung-Lin Tsai; Chung-Min Tseng; Jinn-Chuang Yang
    Publisher: American Society of Civil Engineers
    Abstract: For simply finding local analytic solution, the time derivative in the traditional finite analytic (FA) method is generally replaced with a first-order finite difference approximation as a source term. However, this may ...
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    Closure to “Monte Carlo Simulation for Correlated Variables with Marginal Distributions” by Che‐Hao Chang, Yeou‐Koung Tung, and Jinn‐Chuang Yang 

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 007
    Author(s): Che‐Hao Chang; Yeou‐Koung Tung; Jinn‐Chuang Yang
    Publisher: American Society of Civil Engineers
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    Monte Carlo Simulation for Correlated Variables with Marginal Distributions 

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 003
    Author(s): Che‐Hao Chang; Yeou‐Koung Tung; Jinn‐Chuang Yang
    Publisher: American Society of Civil Engineers
    Abstract: As computation speed increases, Monte Carlo simulation is becoming a viable tool for engineering design and analysis. However, restrictions are often imposed on multivariate cases in which the involved stochastic parameters ...
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    Uncertainty Analysis by Point Estimate Methods Incorporating Marginal Distributions 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 003
    Author(s): Che-Hao Chang; Jinn-Chuang Yang; Yeou-Koung Tung
    Publisher: American Society of Civil Engineers
    Abstract: The model performance of an engineering system is affected by many variables subject to uncertainty. Point estimate (PE) methods are practical tools to assess the uncertainty features of a model involving multivariate ...
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    Closure to “Quasi-Two-Dimensional Simulation of Scour and Deposition in Alluvial Channels” by Hong-Yuan Lee, Hui-Ming Hsieh, Jinn-Chuang Yang, and Chih Ted Yang 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 002
    Author(s): Hong-Yuan Lee; Hui-Ming Hsieh; Jinn-Chuang Yang; Chih Ted Yang
    Publisher: American Society of Civil Engineers
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    DSpace software copyright © 2002-2015  DuraSpace
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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