YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Hydrologic Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Hydrologic Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Markov Autocorrelation Pulse Model for Two Sites Daily Streamflow

    Source: Journal of Hydrologic Engineering:;2001:;Volume ( 006 ):;issue: 003
    Author:
    Z. X. Xu
    ,
    A. Schumann
    ,
    C. Brass
    DOI: 10.1061/(ASCE)1084-0699(2001)6:3(189)
    Publisher: American Society of Civil Engineers
    Abstract: A Markov autocorrelation pulse (MACP) model for two sites daily streamflow generation is proposed in this study. By using two-component pulses with a one-order Markov autocorrelation deterministic part and a skewed Weibull random part as inputs to the hydrologic system, a simplified model for daily streamflow generation is formulated. Pulses occurring concurrently at two neighboring gauges are assumed to be crosscorrelated processes. The mean, standard deviation, auto- and crosscorrelation of daily, monthly, and annual streamflows are computed for observed and generated flow sequences. The performance of the stochastic streamflow model is evaluated. Results show that the MACP model may relatively and satisfactorily reproduce both linear and nonlinear dependence of daily streamflow processes. The effectiveness of the model is demonstrated through its practical application to the generation of daily streamflow for the Wupper River in Germany. The significance of the findings reported in this paper is that the MACP model provides a flexible and adaptive method for reproducing the historical frequency distribution of daily streamflow sequence.
    • Download: (171.8Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Markov Autocorrelation Pulse Model for Two Sites Daily Streamflow

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/49580
    Collections
    • Journal of Hydrologic Engineering

    Show full item record

    contributor authorZ. X. Xu
    contributor authorA. Schumann
    contributor authorC. Brass
    date accessioned2017-05-08T21:23:27Z
    date available2017-05-08T21:23:27Z
    date copyrightJune 2001
    date issued2001
    identifier other%28asce%291084-0699%282001%296%3A3%28189%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49580
    description abstractA Markov autocorrelation pulse (MACP) model for two sites daily streamflow generation is proposed in this study. By using two-component pulses with a one-order Markov autocorrelation deterministic part and a skewed Weibull random part as inputs to the hydrologic system, a simplified model for daily streamflow generation is formulated. Pulses occurring concurrently at two neighboring gauges are assumed to be crosscorrelated processes. The mean, standard deviation, auto- and crosscorrelation of daily, monthly, and annual streamflows are computed for observed and generated flow sequences. The performance of the stochastic streamflow model is evaluated. Results show that the MACP model may relatively and satisfactorily reproduce both linear and nonlinear dependence of daily streamflow processes. The effectiveness of the model is demonstrated through its practical application to the generation of daily streamflow for the Wupper River in Germany. The significance of the findings reported in this paper is that the MACP model provides a flexible and adaptive method for reproducing the historical frequency distribution of daily streamflow sequence.
    publisherAmerican Society of Civil Engineers
    titleMarkov Autocorrelation Pulse Model for Two Sites Daily Streamflow
    typeJournal Paper
    journal volume6
    journal issue3
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2001)6:3(189)
    treeJournal of Hydrologic Engineering:;2001:;Volume ( 006 ):;issue: 003
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian