Flow Conditions for PATs Operating in Parallel: Experimental and Numerical Analyses

Micro-hydro systems can be used as a promising new source of renewable energy generation, requiring a low investment cost of hydraulic, mechanical, and electrical equipment. The improvement of the water management associated with the use of pumps working as turbines (PATs) is a real advantage when the availability of these machines is considered for a wide range of flow rates and heads. Parallel turbomachines can be used to optimize the flow management of the system. In the present study, experimental tests were performed in two equal PATs working in parallel and in single mode. These results were used to calibrate and validate the numerical simulations. The analysis of pressure variation and head losses was evaluated during steady state conditions using different numerical models (1D and 3D). From the 1D model, the installation curve of the system was able to be defined and used to calculate the operating point of the two PATs running in parallel. As for the computational fluid dynamics (CFD) model, intensive analysis was carried out to predict the PATs′ behavior under different flow conditions and to evaluate the different head losses detected within the impellers. The results show system performance differences between two units running in parallel against a single unit, providing a greater operational flow range. The performance in parallel design conditions show a peak efficiency with less shock losses within the impeller. Furthermore, by combining multiple PATs in parallel arrangement, a site’s efficiency increases, covering a wide range of applications from the minimum to the maximum flow rate. The simulated flow rates were in good agreement with the measured data, presenting an average error of 10%.

[1]  Hushairi Zen,et al.  End Suction Centrifugal Pump Operating in Turbine Mode for Microhydro Applications , 2014 .

[2]  I. Fernández García,et al.  Potential of Energy Recovery and Water Saving Using Micro-Hydropower in Rural Water Distribution Networks , 2019, Journal of Water Resources Planning and Management.

[3]  Helena M. Ramos,et al.  Pumps as turbines: an unconventional solution to energy production , 1999 .

[4]  Nurbol Nogerbek,et al.  Design Optimization of an Oil-Air Catch Can Separation System , 2015 .

[5]  Armando Carravetta,et al.  Velocities in a Centrifugal PAT Operation: Experiments and CFD Analyses , 2017 .

[6]  Helena M. Ramos,et al.  Modified Affinity Laws in Hydraulic Machines towards the Best Efficiency Line , 2017, Water Resources Management.

[7]  Shahram Derakhshan,et al.  Experimental study of characteristic curves of centrifugal pumps working as turbines in different specific speeds , 2008 .

[8]  Bryan Orchard,et al.  Pumps as turbines for water industry , 2009 .

[9]  Helena M. Ramos,et al.  CFD Analyses and Experiments in a PAT Modeling: Pressure Variation and System Efficiency , 2017 .

[10]  Sanjay V. Jain,et al.  Cost Analysis of Pump as Turbine for Pico Hydropower Plants – A Case Study☆ , 2013 .

[11]  Adolfo Senatore,et al.  A Performance Prediction Method for Pumps as Turbines (PAT) Using a Computational Fluid Dynamics (CFD) Modeling Approach , 2017 .

[12]  Riman Sipahutar,et al.  Renewable energy and hydropower utilization tendency worldwide , 2013 .

[13]  Armando Carravetta,et al.  Pump as Turbine (PAT) Design in Water Distribution Network by System Effectiveness , 2013 .

[14]  Shahram Derakhshan,et al.  Efficiency Improvement of Centrifugal Reverse Pumps , 2009 .

[15]  Armando Carravetta,et al.  An improved affinity model to enhance variable operating strategy for pumps used as turbines , 2016 .

[16]  Lu Li,et al.  Prediction method of impeller performance and analysis of loss mechanism for mixed-flow pump , 2012 .

[17]  Helena M. Ramos,et al.  PATs selection towards sustainability in irrigation networks: Simulated annealing as a water management tool , 2018 .

[18]  Rigoberto E. M. Morales,et al.  Analytical study of pressure losses and fluid viscosity effects on pump performance during monophase flow inside an ESP stage , 2015 .

[19]  Helena M. Ramos,et al.  Dynamic orifice model on waterhammer analysis of high or medium heads of small hydropower schemes , 2001 .

[20]  Kong Fanyu,et al.  Theoretical, numerical and experimental prediction of pump as turbine performance , 2012 .

[21]  A. A. Williams Pumps as turbines for low cost micro hydro power , 1996 .

[22]  Adolfo Senatore,et al.  Study of a Pump as Turbine for a Hydraulic Urban Network Using a Tridimensional CFD Modeling Methodology , 2015 .

[23]  Rajesh N. Patel,et al.  Investigations on pump running in turbine mode: A review of the state-of-the-art , 2014 .

[24]  Armando Carravetta,et al.  Hydropower Potential in Water Distribution Networks: Pressure Control by PATs , 2015, Water Resources Management.

[25]  Helena M. Ramos,et al.  Dynamic effects in micro hydro modelling , 2003 .