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1 Layouts 1 Layouts

1 Layouts - PowerPoint Presentation

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1 Layouts - PPT Presentation

E Da RivaM Gomez Marzoa T In Single pipe L029m T Out T Out T In Two pipes L058m T Out T In T Out T In Four pipes 2 sets of 2 pipes L058m T In T Out Four pipes ID: 366583

bar pipes single pinout pipes bar pinout single layers vh2o lpipe twater marzoa riva gomez water pipe 500 pipesq

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Slide1

1

Layouts

E. Da Riva/M. Gomez Marzoa

T

In

Single pipe:

L=0.29m

TOut

T

Out

T

In

Two pipes:

L=0.58m

T

Out

T

In

T

Out

T

In

Four pipes:

2 sets of 2 pipes

L=0.58m

T

In

T

Out

Four pipes:

1

sets of 4 pipes

L=1.16mSlide2

2

ID Optimization: Inner layers

Water

in single-phasePower density: 0.4 W cm-2

= 16.2 W/stave

Maximum water velocity (≤ 1.5 m

s-1).

ΔTRef maximum:

Single pipe: 3.0KTwo pipes: 6.0KFour pipes: 6.0K

Example:q [W cm

-2]

L

pipe

[m]

ΔT

Water [K]

m [L h-1]

v

H2O

[m s-1]

Δp

InOut

[bar]

ID [mm]

0.4

0.29

3.0

4.65

1.35

0.10

<0.20

1.22

E. Da Riva/M. Gomez Marzoa

2

 

3

 

4

1

5

 

Assumption:

pipe length only OVER stave (outer part not included).Slide3

3

Inner Layers (Layers 1, 2, 3)

Single pipe

Q [W]

L

pipe

[m]

ΔT

Water

[K]

m

[L h

-1

]

v

H2O

[m s

-1

]

Δp

InOut

[bar]

ID [mm]

16.2

0.29

3.0

4.65

1.50

0.13

1.22

Two pipes

Q [W]

L

pipe

[m]

ΔT

Water

[K]

m

[L h

-1

]

v

H2O

[m s

-1

]

Δp

InOut

[bar]

ID [mm]

16.2

0.58

6.0

2.32

1.50

1.06

0.55

Four pipes:

2 circuits of 2 pipes

Q [W]

L

pipe

[m]

ΔT

Water

[K]

m

[L h-1]vH2O [m s-1]ΔpInOut [bar]ID [mm]8.10.586.01.160.750.530.558.10.586.01.161.504.220.27

E. Da Riva/M. Gomez Marzoa

Four pipes:

1 circuit of 4 pipes

Q [W]

L

pipe

[m]

ΔT

Water

[K]

m

[L h

-1

]

v

H2O

[m s

-1

]

Δp

InOut

[bar]

ID [mm]

16.2

1

.16

6.

0

2.32

1.50

2.12

0.55Slide4

4

Material budget (Layers 1, 2, 3)

ID [mm]

Δp

InOut

[bar]

Average

x/X0

pipe & fluid over stave width [%]

Single pipe

1.22

0.13

0.073

Two pipes

0.55

1.06

0.046

Four pipes, 2 circuits

0.55

0.53

0.092

Four pipes, 1 circuit

0.55

2.12

0.092

E. Da Riva/M. Gomez MarzoaSlide5

5

Water

in single-phase

Power density: 0.4 W cm-2 = 101.2 W/stave

Maximum water velocity (≤ 1.5 m

s-1).

ΔTRef maximum:

Single pipe: 3.0KTwo pipes:

6.0KFour pipes: 6.0KE. Da Riva/M. Gomez Marzoa

ID Optimization: Middle layersSlide6

6

Middle Layers (Layers 4, 5)

Single pipe

Q [W]

L

pipe

[m]

ΔT

Water

[K]

m

[L h

-1

]

v

H2O

[m s

-1

]

Δp

InOut

[bar]

ID [mm]

101.2

0.843

3.0

29.01

1.50

0.04

6.84

Two pipes

Q [W]

L

pipe

[m]

ΔT

Water

[K]

m

[L h

-1

]

v

H2O

[m s

-1

]

Δp

InOut

[bar]

ID [mm]

101.2

1.686

6.0

14.55

1.50

0.22

3.42

Four pipes:

2 circuits of 2 pipes

Q [W]

L

pipe

[m]

ΔT

Water

[K]

m

[L h-1]vH2O [m s-1]ΔpInOut [bar]ID [mm]55.61.6866.07.251.710.471.0055.61.6866.07.251.500.311.71

E. Da Riva/M. Gomez Marzoa

Four pipes:

1 circuit of 4 pipes

Q [W]

L

pipe

[m]

ΔT

Water

[K]

m

[L h

-1

]

v

H2O

[m s

-1

]

Δp

InOut

[bar]

ID [mm]

101.2

3.38

6.

0

14.50

1.50

0.44

3.42Slide7

7

Material budget (Layers 4, 5)

ID [mm]

Δp

InOut

[bar]

Single pipe

6.84

0.04

Two pipes

3.42

0.22

Four pipes, 2 circuits

1.71

0.31

Four pipes, 1 circuit

3.42

0.44

E. Da Riva/M. Gomez MarzoaSlide8

8

Water

in single-phase

Power density: 0.4 W cm-2 = 177.0 W/stave

Maximum water velocity (≤ 1.5 m

s-1).

ΔTRef maximum:

Single pipe: 3.0KTwo pipes:

6.0KFour pipes: 6.0KE. Da Riva/M. Gomez Marzoa

ID Optimization: Middle layersSlide9

9

Outer Layers (Layers 6, 7

)

Single pipe

Q [W]

L

pipe

[m]

ΔT

Water

[K]

m

[L h

-1

]

v

H2O

[m s

-1

]

Δp

InOut

[bar]

ID [mm]

177.0

1.475

3.0

50.76

1.50

0.04

11.97

Two pipes

Q [W]

L

pipe

[m]

ΔT

Water

[K]

m

[L h

-1

]

v

H2O

[m s

-1

]

Δp

InOut

[bar]

ID [mm]

177

.0

2.950

6.0

25.38

1.50

0.19

5.98

Four pipes:

2 circuits of 2 pipes

Q [W]

L

pipe

[m]

ΔT

Water

[K]m [L h-1]vH2O [m s-1]ΔpInOut [bar]ID [mm]88.52.9506.012.692.001.092.2488.52.9506.012.691.500.462.99

E. Da Riva/M. Gomez Marzoa

Four pipes:

1 circuit of 4 pipes

Q [W]

L

pipe

[m]

ΔT

Water

[K]

m

[L h

-1

]

v

H2O

[m s

-1

]

Δp

InOut

[bar]

ID [mm]

177.0

5.90

6.

0

25.38

1.50

0.37

5.98Slide10

10

Material budget (Layers 6, 7

)

ID [mm]

Δp

InOut

[bar]

Single pipe

11.97

0.04

Two pipes

5.98

0.19

Four pipes, 2 circuits

2.99

0.46

Four pipes, 1 circuit

5.98

0.37

E. Da Riva/M. Gomez Marzoa