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Damping in Transient Pressurized Flows
AbstractPiping systems are commonly designed to withstand the first transient pressure peak, which is unaffected by dissipation. However, for multiple operations of control equipment, for example, pump start-up following pump shutdown, and load acceptance following load rejection on hydraulic turbin...
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Published in: | Journal of hydraulic engineering (New York, N.Y.) N.Y.), 2019-10, Vol.145 (10) |
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container_title | Journal of hydraulic engineering (New York, N.Y.) |
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creator | Khilqa, Sahad Elkholy, Mohamed Al-Tofan, Mohammed Caicedo, Juan M Chaudhry, M. Hanif |
description | AbstractPiping systems are commonly designed to withstand the first transient pressure peak, which is unaffected by dissipation. However, for multiple operations of control equipment, for example, pump start-up following pump shutdown, and load acceptance following load rejection on hydraulic turbines, an accurate prediction of the dissipation of pressure oscillations is needed to select a suitable time for the second operation. For this purpose, following a simple procedure used for computing the dissipation of vibrations of bridges and other structures with time, a method is presented to compute the dissipation of pressure oscillations in piping systems. Similar to structural engineering, this method is simple to apply, does not require simulation of the entire system, is not computationally intensive, and gives reasonable results for practical applications for a complex phenomenon whose mechanics is not well understood at present. An empirical equation for the damping ratio is developed using dimensional analysis and by nonlinear regression. Comparisons of the computed and experimental results for 17 tests conducted in laboratories all over the globe show good agreement. It is found that the damping ratio increases with increases in the Reynolds number or Mach number and decreases with the diameter-to-length ratio of the pipeline. Uncertainty, quantified using a Bayesian inference approach, shows that the model predicts the value of the damping ratio successfully. |
doi_str_mv | 10.1061/(ASCE)HY.1943-7900.0001624 |
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Hanif</creator><creatorcontrib>Khilqa, Sahad ; Elkholy, Mohamed ; Al-Tofan, Mohammed ; Caicedo, Juan M ; Chaudhry, M. Hanif</creatorcontrib><description>AbstractPiping systems are commonly designed to withstand the first transient pressure peak, which is unaffected by dissipation. However, for multiple operations of control equipment, for example, pump start-up following pump shutdown, and load acceptance following load rejection on hydraulic turbines, an accurate prediction of the dissipation of pressure oscillations is needed to select a suitable time for the second operation. For this purpose, following a simple procedure used for computing the dissipation of vibrations of bridges and other structures with time, a method is presented to compute the dissipation of pressure oscillations in piping systems. Similar to structural engineering, this method is simple to apply, does not require simulation of the entire system, is not computationally intensive, and gives reasonable results for practical applications for a complex phenomenon whose mechanics is not well understood at present. An empirical equation for the damping ratio is developed using dimensional analysis and by nonlinear regression. Comparisons of the computed and experimental results for 17 tests conducted in laboratories all over the globe show good agreement. It is found that the damping ratio increases with increases in the Reynolds number or Mach number and decreases with the diameter-to-length ratio of the pipeline. 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Hanif</creatorcontrib><title>Damping in Transient Pressurized Flows</title><title>Journal of hydraulic engineering (New York, N.Y.)</title><description>AbstractPiping systems are commonly designed to withstand the first transient pressure peak, which is unaffected by dissipation. However, for multiple operations of control equipment, for example, pump start-up following pump shutdown, and load acceptance following load rejection on hydraulic turbines, an accurate prediction of the dissipation of pressure oscillations is needed to select a suitable time for the second operation. For this purpose, following a simple procedure used for computing the dissipation of vibrations of bridges and other structures with time, a method is presented to compute the dissipation of pressure oscillations in piping systems. Similar to structural engineering, this method is simple to apply, does not require simulation of the entire system, is not computationally intensive, and gives reasonable results for practical applications for a complex phenomenon whose mechanics is not well understood at present. An empirical equation for the damping ratio is developed using dimensional analysis and by nonlinear regression. Comparisons of the computed and experimental results for 17 tests conducted in laboratories all over the globe show good agreement. It is found that the damping ratio increases with increases in the Reynolds number or Mach number and decreases with the diameter-to-length ratio of the pipeline. Uncertainty, quantified using a Bayesian inference approach, shows that the model predicts the value of the damping ratio successfully.</description><subject>Bayesian analysis</subject><subject>Bridges</subject><subject>Computer simulation</subject><subject>Control equipment</subject><subject>Damping</subject><subject>Damping ratio</subject><subject>Dimensional analysis</subject><subject>Empirical equations</subject><subject>Fluid flow</subject><subject>Hydraulic loading</subject><subject>Hydraulic turbines</subject><subject>Laboratory tests</subject><subject>Mach number</subject><subject>Mathematical analysis</subject><subject>Mechanics</subject><subject>Nonlinear analysis</subject><subject>Oscillations</subject><subject>Piping</subject><subject>Pressure</subject><subject>Pressure oscillations</subject><subject>Probability theory</subject><subject>Regression analysis</subject><subject>Reynolds number</subject><subject>Shutdowns</subject><subject>Statistical inference</subject><subject>Structural engineering</subject><subject>Submarine pipelines</subject><subject>Technical Papers</subject><subject>Turbine engines</subject><subject>Turbines</subject><subject>Vibrations</subject><issn>0733-9429</issn><issn>1943-7900</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><recordid>eNp1kM1Kw0AYRQdRMFbfISiILhLnL_PjrqStEQoK1kVXwySZkZQ2qTMJok9vQqquXH1wued-cAC4RDBGkKG7m-lLOr_N1jGSlERcQhhDCBHD9AgEv9kxCCAnJJIUy1Nw5v2m71AmRQCuZ3q3r-q3sKrDldO1r0zdhs_OeN-56suU4WLbfPhzcGL11puLw52A18V8lWbR8unhMZ0uI02EaCPNjUgsRtJgnVOBbZGzgmHJrdE5LyjWJWFElDyR2GrBc8ZyLii3SJdScEgm4Grc3bvmvTO-VZumc3X_UmHMOBMsgbRv3Y-twjXeO2PV3lU77T4VgmrwotTgRWVrNThQgwN18NLDbIS1L8zf_A_5P_gNWF1lzg</recordid><startdate>20191001</startdate><enddate>20191001</enddate><creator>Khilqa, Sahad</creator><creator>Elkholy, Mohamed</creator><creator>Al-Tofan, Mohammed</creator><creator>Caicedo, Juan M</creator><creator>Chaudhry, M. 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Hanif</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a388t-a7e85f219e2ab482fcb6c6297feab7c42ad3638d7592fa87b66b7847f1ad98703</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Bayesian analysis</topic><topic>Bridges</topic><topic>Computer simulation</topic><topic>Control equipment</topic><topic>Damping</topic><topic>Damping ratio</topic><topic>Dimensional analysis</topic><topic>Empirical equations</topic><topic>Fluid flow</topic><topic>Hydraulic loading</topic><topic>Hydraulic turbines</topic><topic>Laboratory tests</topic><topic>Mach number</topic><topic>Mathematical analysis</topic><topic>Mechanics</topic><topic>Nonlinear analysis</topic><topic>Oscillations</topic><topic>Piping</topic><topic>Pressure</topic><topic>Pressure oscillations</topic><topic>Probability theory</topic><topic>Regression analysis</topic><topic>Reynolds number</topic><topic>Shutdowns</topic><topic>Statistical inference</topic><topic>Structural engineering</topic><topic>Submarine pipelines</topic><topic>Technical Papers</topic><topic>Turbine engines</topic><topic>Turbines</topic><topic>Vibrations</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Khilqa, Sahad</creatorcontrib><creatorcontrib>Elkholy, Mohamed</creatorcontrib><creatorcontrib>Al-Tofan, Mohammed</creatorcontrib><creatorcontrib>Caicedo, Juan M</creatorcontrib><creatorcontrib>Chaudhry, M. 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For this purpose, following a simple procedure used for computing the dissipation of vibrations of bridges and other structures with time, a method is presented to compute the dissipation of pressure oscillations in piping systems. Similar to structural engineering, this method is simple to apply, does not require simulation of the entire system, is not computationally intensive, and gives reasonable results for practical applications for a complex phenomenon whose mechanics is not well understood at present. An empirical equation for the damping ratio is developed using dimensional analysis and by nonlinear regression. Comparisons of the computed and experimental results for 17 tests conducted in laboratories all over the globe show good agreement. It is found that the damping ratio increases with increases in the Reynolds number or Mach number and decreases with the diameter-to-length ratio of the pipeline. 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subjects | Bayesian analysis Bridges Computer simulation Control equipment Damping Damping ratio Dimensional analysis Empirical equations Fluid flow Hydraulic loading Hydraulic turbines Laboratory tests Mach number Mathematical analysis Mechanics Nonlinear analysis Oscillations Piping Pressure Pressure oscillations Probability theory Regression analysis Reynolds number Shutdowns Statistical inference Structural engineering Submarine pipelines Technical Papers Turbine engines Turbines Vibrations |
title | Damping in Transient Pressurized Flows |
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