Extending the Pressure-Time Method to Pipe With Variable Cross-Section With Three-Dimensional Numerical Simulations

Author:

Neyestanaki Mehrdad Kalantar1,Dunca Georgiana2,Jonsson Pontus3,Cervantes Michel J.1

Affiliation:

1. Department of Engineering Sciences and Mathematics, Luleå University of Technology , Norrbotten 97187, Sweden

2. Department of Hydraulicsm, Hydraulic Machinery and Environmental Engineering, University Politehnica of Bucharest , București 060042, Romania

3. Vattenfall AB , Sweden

Abstract

Abstract The flowrate in hydraulic turbines can be measured using the pressure-time method specified by the IEC 60041 standard. This method assumes a one-dimensional (1D) flow and is limited to straight pipes with a uniform cross section and specific restrictions on length (L > 10 m) and velocity (U × L > 50 m2 s−1). However, in low-head hydropower plants, the intake typically has a variable cross section and small length, making it challenging to use this method. This paper presents the development of a methodology that extends the applicability of the pressure-time method for variable cross section by using three-dimensional computational fluid dynamics (3D CFD). A combination of 3D CFD and 1D pressure-time methods is employed iteratively to estimate the kinetic energy correction factor. The obtained time-dependent values are then used in the 1D pressure-time method to calculate the flowrate. The new methodology is applied with experiments performed on a test rig with a reducer. The obtained results illustrate the significantly different kinetic energy correction factor obtained than those obtained using constant or quasi-steady assumptions. The proposed methodology changes the mean deviation compared to the reference flowmeter from −0.83% (underestimation of flowrate) to ±0.1%, increasing the method's accuracy.

Publisher

ASME International

Subject

Mechanical Engineering

Reference22 articles.

1. Numerical Investigation of the Pressure-Time Method Considering Pipe With Variable Cross Section;ASME J. Fluids Eng.,2018

2. Winter-Kennedy Method in Hydraulic Discharge Measurement: Problems and Challenges,2016

3. Field Acceptance Tests to Determine the Hydraulic Performance of Hydraulic Turbines, Storage Pumps and Pump-Turbines;IEC 60041,

4. Experience in the Use of the Gibson Method of Water Measurement for Efficiency Tests of Hydraulic Turbines;ASME J. Basic Eng.,1959

5. Selected Problems in Calculation Procedures for the Gibson Discharge Measurement Method,2010

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