1. From: Hydraulic Loss of Finite Length Dividing Junctions
Date of download: 10/7/2017
Copyright © ASME. All rights reserved.
From: Hydraulic Loss of Finite Length Dividing Junctions
J. Fluids Eng. 2017;139(3): doi: /
Figure Legend:
Types of flow manifolds

2. From: Hydraulic Loss of Finite Length Dividing Junctions
Date of download: 10/7/2017
Copyright © ASME. All rights reserved.
From: Hydraulic Loss of Finite Length Dividing Junctions
J. Fluids Eng. 2017;139(3): doi: /
Figure Legend:
Geometrical model of the junction

3. From: Hydraulic Loss of Finite Length Dividing Junctions
Date of download: 10/7/2017
Copyright © ASME. All rights reserved.
From: Hydraulic Loss of Finite Length Dividing Junctions
J. Fluids Eng. 2017;139(3): doi: /
Figure Legend:
A typical mesh for the investigated flow manifold segment. Presented geometry: D2/D1 = L2/D1 = 0.625 (D1 = 0.02 m). Cell number: 240,000 (a) numerical mesh with boundary conditions and (b) mesh zone details.

4. From: Hydraulic Loss of Finite Length Dividing Junctions
Date of download: 10/7/2017
Copyright © ASME. All rights reserved.
From: Hydraulic Loss of Finite Length Dividing Junctions
J. Fluids Eng. 2017;139(3): doi: /
Figure Legend:
Major geometrical and flow properties of a dividing junction

5. From: Hydraulic Loss of Finite Length Dividing Junctions
Date of download: 10/7/2017
Copyright © ASME. All rights reserved.
From: Hydraulic Loss of Finite Length Dividing Junctions
J. Fluids Eng. 2017;139(3): doi: /
Figure Legend:
Representative results of the fitting procedure: total pressure loss as a function of the velocity ratio for fitting both loss coefficients. Re1 = 80,000… 200,000.

6. From: Hydraulic Loss of Finite Length Dividing Junctions
Date of download: 10/7/2017
Copyright © ASME. All rights reserved.
From: Hydraulic Loss of Finite Length Dividing Junctions
J. Fluids Eng. 2017;139(3): doi: /
Figure Legend:
Representative results—loss coefficients as a function of Re1; D2/D1 = L2/D1 = 0.625 (a) fitting two loss coefficients and (b) fitting only one loss coefficient (assuming ζ1 = 1)

7. From: Hydraulic Loss of Finite Length Dividing Junctions
Date of download: 10/7/2017
Copyright © ASME. All rights reserved.
From: Hydraulic Loss of Finite Length Dividing Junctions
J. Fluids Eng. 2017;139(3): doi: /
Figure Legend:
Turning loss coefficients as a function of the velocity ratio for the two different approaches

8. From: Hydraulic Loss of Finite Length Dividing Junctions
Date of download: 10/7/2017
Copyright © ASME. All rights reserved.
From: Hydraulic Loss of Finite Length Dividing Junctions
J. Fluids Eng. 2017;139(3): doi: /
Figure Legend:
Structure of a dividing-flow manifold

9. From: Hydraulic Loss of Finite Length Dividing Junctions
Date of download: 10/7/2017
Copyright © ASME. All rights reserved.
From: Hydraulic Loss of Finite Length Dividing Junctions
J. Fluids Eng. 2017;139(3): doi: /
Figure Legend:
Locations of demonstrated velocity profiles

10. From: Hydraulic Loss of Finite Length Dividing Junctions
Date of download: 10/7/2017
Copyright © ASME. All rights reserved.
From: Hydraulic Loss of Finite Length Dividing Junctions
J. Fluids Eng. 2017;139(3): doi: /
Figure Legend:
Comparison of simulated (present) and measured [36] inlet velocity profiles; vb = 1.07 m/s

11. From: Hydraulic Loss of Finite Length Dividing Junctions
Date of download: 10/7/2017
Copyright © ASME. All rights reserved.
From: Hydraulic Loss of Finite Length Dividing Junctions
J. Fluids Eng. 2017;139(3): doi: /
Figure Legend:
Comparison of simulated (present) velocity profiles with experimental data [36] around the bifurcation region; vb = 1.07 m/s, (a) profile P2, (b) profile P3, and (c) profile P4

12. From: Hydraulic Loss of Finite Length Dividing Junctions
Date of download: 10/7/2017
Copyright © ASME. All rights reserved.
From: Hydraulic Loss of Finite Length Dividing Junctions
J. Fluids Eng. 2017;139(3): doi: /
Figure Legend:
Turning loss coefficients as a function of the velocity ratio—comparison of calculated values with literature data (a) D2/D1 = 0.625, Re1 = 10,000 and (b) D2/D1 = 0.75, Re1 = 300,000

13. From: Hydraulic Loss of Finite Length Dividing Junctions
Date of download: 10/7/2017
Copyright © ASME. All rights reserved.
From: Hydraulic Loss of Finite Length Dividing Junctions
J. Fluids Eng. 2017;139(3): doi: /
Figure Legend:
Turning loss coefficients as a function of the velocity ratio—comparison of calculated values with literature data: the small vicinity of the critical velocity ratio

14. From: Hydraulic Loss of Finite Length Dividing Junctions
Date of download: 10/7/2017
Copyright © ASME. All rights reserved.
From: Hydraulic Loss of Finite Length Dividing Junctions
J. Fluids Eng. 2017;139(3): doi: /
Figure Legend:
Turning loss coefficient as a function of the ratio of the port length and the inner diameter of the header pipe for fitting both loss coefficients—validation of the asymptotic values for large L2/D1. Re1 = 300,000.

15. From: Hydraulic Loss of Finite Length Dividing Junctions
Date of download: 10/7/2017
Copyright © ASME. All rights reserved.
From: Hydraulic Loss of Finite Length Dividing Junctions
J. Fluids Eng. 2017;139(3): doi: /
Figure Legend:
Turning loss coefficient as a function of the diameter ratio for three different port lengths to header diameter ratios

16. From: Hydraulic Loss of Finite Length Dividing Junctions
Date of download: 10/7/2017
Copyright © ASME. All rights reserved.
From: Hydraulic Loss of Finite Length Dividing Junctions
J. Fluids Eng. 2017;139(3): doi: /
Figure Legend:
Effect of Reynolds number on the turning loss coefficient

17. From: Hydraulic Loss of Finite Length Dividing Junctions
Date of download: 10/7/2017
Copyright © ASME. All rights reserved.
From: Hydraulic Loss of Finite Length Dividing Junctions
J. Fluids Eng. 2017;139(3): doi: /
Figure Legend:
Comparison of calculated dimensionless volume flow rate distributions to experimental data (a) comparison with data of Acrivos et al. [30] and (b) comparison with data of Bajura [37]