1. Shanghai Key Laboratory of Multiphase Flow and Heat Transfer in Power Engineering, School of Energy and Power Engineering, University of Shanghai for Science and Technology, Shanghai 20093, China 2. Department of Mechanical and Aerospace Engineering, University of Missouri, Columbia, MO 65211, USA
A series of inline pico hydropower systems, which could be used in confined space, especially for water distribution networks (WDNs), was designed and investigated. The turbine with an eye-shaped vertical water baffle was developed to evaluate the hydraulic performance. A three-dimensional dynamic mesh was employed and the inlet velocity was considered as the inlet boundary condition, whereas the outlet boundary was set as the outflow. Then, numerical simulations were conducted and the standard k-ε turbulence model was found to be the best capable of predicting flow features through the comparison with the experimental results. The effects of the opening diameter of the water baffle and installation angle of the rotor on the flow field in the turbine were investigated. The results suggested that the water baffle opening at d = 30 mm and the rotor at a 52° angle could achieve the highest efficiency of 5.93%. The proper eye-shaped baffle not only accelerates the fluid flow and generates positive hydrodynamic torque, but also eliminates the flow separation. The scheme proposed in this paper can be exploited for practical applications in the water pipelines at various conditions and power requirements.
Distance between left border of opening and centerline/mm
Dp
Pipe diameter/mm
E
Special energy available/(kJ·kg–1)
Average external force component/N
g
Gravitational acceleration/(m·s–2)
Hi
Water head at inlet boundary/m
Ho
Water head at outlet boundary/m
I
Current of generator/A
k
Turbulent kinetic energy/J
L1
Length of pipe entry section/mm
L2
Length of pipe exit section/mm
N
Rotation speed/(r·min–1)
PH
High pressure/Pa
PL
Low pressure/Pa
Average pressure/Pa
Δp
Differential pressure between inlet and outlet section/Pa
Pout
Shaft power of the water turbine/W
Q
Volume flow rate/(m3·s–1)
r
Rotor radius/m
T
Individual torque of rotor blades at shaft/(N·m)
Averaged velocity component in i-direction/(m·s–1)
Fluctuation velocity in i-direction/(m·s–1)
U
Voltage of generator/V
V
Flow velocity/(m·s–1)
Greek symbols
β
Rotor installation angle/(° )
η
Water turbine efficiency
μ
Viscosity/(Pa·s)
μt
Turbulent viscosity/(Pa·s)
ρ
Density of water/(kg·m–3)
ω
Angular velocity of rotor/(rad·s–1)
Acronym
CFD
Computational fluid dynamics
MPO
Maximum power output
PRVs
Pressure reducing valves
PAT
Pumps as turbines
RANS
Reynolds averaged Navier-Stokes
SIMPLE
Semi implicit method for pressure linked equations
TWh
Terawatt hour
TSR
Tip speed ratio
WDNs
Water distribution networks
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