pipe network analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’...

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Page 1: Pipe Network Analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’ 12’’- 3000’ 3.34 cfs 1.11 cfs 4.45 cfs Junction 3 Junction 4 Junction 2 Junction
Page 2: Pipe Network Analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’ 12’’- 3000’ 3.34 cfs 1.11 cfs 4.45 cfs Junction 3 Junction 4 Junction 2 Junction

Pipe Network Analysis

12’’- 1500’

10’’- 3500’

8’’- 1000’6’’- 1000’

12’’- 3000’

3.34 cfs

1.11 cfs

4.45 cfs

Junction 3 Junction 4

Junction 2 Junction 1

1

2

43

5

Figure 1: A Small Pipe Network

Page 3: Pipe Network Analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’ 12’’- 3000’ 3.34 cfs 1.11 cfs 4.45 cfs Junction 3 Junction 4 Junction 2 Junction

12’’- 1500’

10’’- 3500’

8’’- 1000’6’’- 1000’

12’’- 3000’

3.34 cfs

1.11 cfs

4.45 cfs

Junction 3 Junction 4

Junction 2 Junction 11

2

43

5

Figure 1: A Small Pipe Network

F1

F2

F3

F4

1 3 4.45 0Q Q

1 2 4 1.11 0Q Q Q

54 3.34 0Q Q

53 2 0Q Q Q

Page 4: Pipe Network Analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’ 12’’- 3000’ 3.34 cfs 1.11 cfs 4.45 cfs Junction 3 Junction 4 Junction 2 Junction

10’’- 3500’

12’’- 1500’

8’’- 1000’6’’- 1000’

12’’- 3000’

3.34 cfs

1.11 cfs

4.45 cfs

Junction 3 Junction 4

Junction 2 Junction 11

2

43

5

Figure 2: A Small Pipe Network Loops

Loop 1

Loop 2

dimensional constantpipe length

The friction loss function

The friction loss functio

the , , , depends on

and the , .

the

Hazen-Williams , depen roughds on nesn s

KCL

K directly

K inversely , , and th

coefficient pipe diametere , .

HWCD

0ni iK Q

1.852 4.87 The friction loss K

HW

C LK

C D

Page 5: Pipe Network Analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’ 12’’- 3000’ 3.34 cfs 1.11 cfs 4.45 cfs Junction 3 Junction 4 Junction 2 Junction

Dimensional coefficients

D (pipe diameter) L (pipe length) CK (dimensional constant)

Feet Feet 4.73

Inches Feet 8.56 X 105

Meters Meters 10.67

Some typical values of roughness coefficient CHW

Material CHW

PVC 150

Very Smooth Pipe 140

Cement-Lined Ductile Iron 140

New Cast Iron or Welded Steel 130

Wood, Concrete 120

Clay or New Riveted Steel 110

Old Cast Iron, Brick 100

Badly Corroded Cast Iron 80

Page 6: Pipe Network Analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’ 12’’- 3000’ 3.34 cfs 1.11 cfs 4.45 cfs Junction 3 Junction 4 Junction 2 Junction

10’’- 3500’

12’’- 1500’

8’’- 1000’6’’- 1000’

12’’- 3000’

3.34 cfs

1.11 cfs

4.45 cfs

Junction 3 Junction 4

Junction 2 Junction 1

1

2

43

5

Loop 1

Loop 2

1.852 1.852 1.8521 2

1 1 2 2 3 3

32.004 5.68 1

0

9.53 0

n n nK Q

Q Q Q

K Q K Q

1.852 1.852 1.8525 54 4 2 2

54 2

0

4.811 1.002 5.68 0

n n nK Q

Q Q Q

K Q K Q

Page 7: Pipe Network Analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’ 12’’- 3000’ 3.34 cfs 1.11 cfs 4.45 cfs Junction 3 Junction 4 Junction 2 Junction

Initial guess values Q1 2.0 Q2 2.0 Q3 1.0 Q4 1.0 Q5 1.0

Given Beginning of MathCAD's solve block

Q1 Q3 4.45 0

Q1 Q2 Q4 1.11 0

Q4 Q5 3.34 0

K1 Q1n K2 Q2

n K3 Q3n 0

K4 Q4n K5 Q5

n K2 Q2n 0

Qvec Find Q1 Q2 Q3 Q4 Q5 Qvec

3.261

1.286

1.189

0.865

2.475

10’’- 3500’

12’’- 1500’

8’’- 1000’6’’- 1000’

12’’- 3000’

3.34 cfs

1.11 cfs

4.45 cfs

Junction 3 Junction 4

Junction 2 Junction 1

1

2

43

5

Loop 1

Loop 2

Page 8: Pipe Network Analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’ 12’’- 3000’ 3.34 cfs 1.11 cfs 4.45 cfs Junction 3 Junction 4 Junction 2 Junction

,n nx f x

mmm FDxx }{}{}{}{ 1)()1(

Root sought

0 xn

x

y

1 , ' 0'

nn n n

n

f xx x f x slope

f x

y f x

Newton’s Method

1. Guess a first approximation to a root of the equation

2. Use the first approximation to get a second, the second to get a third, and so on, using the formula

0f x

Page 9: Pipe Network Analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’ 12’’- 3000’ 3.34 cfs 1.11 cfs 4.45 cfs Junction 3 Junction 4 Junction 2 Junction

F1

F2

F3

F4

F5

1 3 4.45 0Q Q

1 2 4 1.11 0Q Q Q

54 3.34 0Q Q

1.852 1.852 1.8521 2 32.004 5.68 19.53 0Q Q Q 1.852 1.852 1.852

54 24.811 1.002 5.68 0Q Q Q

Page 10: Pipe Network Analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’ 12’’- 3000’ 3.34 cfs 1.11 cfs 4.45 cfs Junction 3 Junction 4 Junction 2 Junction

mmm FDxx }{}{}{}{ 1)()1(

2

2

2

1 1

2

1 2

1 2

1

1. . .

. . .

. . . . . .

. . . . . .

. . .

n

n n n

n

n

F F FQ Q

F F F

F F

Q

Q

QQ

Q

D

Q

FQ

0.852 0.852 0.8521 2 3

0.852 0.852 0.8522 4 5

1 0 1 0 01 1 0 1 0

0 0 0 1 13.71 10.52 36.17 0 0

0 10.52 0 8.91 1.86

Q Q Q

Q Q Q

Page 11: Pipe Network Analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’ 12’’- 3000’ 3.34 cfs 1.11 cfs 4.45 cfs Junction 3 Junction 4 Junction 2 Junction

Initial guess values Q1 2.0 Q2 2.0 Q3 1.0 Q4 1.0 Q5 1.0

Beginning of iteration 1

D

1

1

0

2.0041.852 Q10.852

0

0

1

0

5.681.852 Q20.852

5.68 1.852 Q20.852

1

0

0

19.53 1.852 Q30.852

0

0

1

1

0

4.811 1.852 Q40.852

0

0

1

0

1.002 1.852 Q50.852

D

1

1

0

6.699

0

0

1

0

18.987

18.987

1

0

0

36.17

0

0

1

1

0

8.91

0

0

1

0

1.856

F

Q1 Q3 4.45

Q1 Q2 Q4 1.11

Q4 Q5 3.34

K1 Q1n K2 Q2

n K3 Q3n

K4 Q4n K5 Q5

n K2 Q2n

F

1.45

2.11

1.34

8.209

14.693

z rref augment D F( )( ) 5

Extraction of the last column of the augmented rref matrix z

1.401

0.834

0.049

0.125

1.215

Q1

Q2

Q3

Q4

Q5

Q1

Q2

Q3

Q4

Q5

z

Q1

Q2

Q3

Q4

Q5

3.401

1.166

1.049

1.125

2.215

Page 12: Pipe Network Analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’ 12’’- 3000’ 3.34 cfs 1.11 cfs 4.45 cfs Junction 3 Junction 4 Junction 2 Junction

Q 1

Q 2

Q 3

Q 4

Q 5

3.401

1.166

1.049

1.125

2.215

Q vec

3.261

1.286

1.189

0.865

2.475

First Iteration MathCAD

Page 13: Pipe Network Analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’ 12’’- 3000’ 3.34 cfs 1.11 cfs 4.45 cfs Junction 3 Junction 4 Junction 2 Junction

Second Iteration MathCADQ 1

Q 2

Q 3

Q 4

Q 5

3.275

1.209

1.175

0.956

2.384

Q vec

3.261

1.286

1.189

0.865

2.475

Page 14: Pipe Network Analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’ 12’’- 3000’ 3.34 cfs 1.11 cfs 4.45 cfs Junction 3 Junction 4 Junction 2 Junction

Third Iteration MathCADQ 1

Q 2

Q 3

Q 4

Q 5

3.267

1.26

1.183

0.897

2.443

Q vec

3.261

1.286

1.189

0.865

2.475

Page 15: Pipe Network Analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’ 12’’- 3000’ 3.34 cfs 1.11 cfs 4.45 cfs Junction 3 Junction 4 Junction 2 Junction

Fourth Iteration MathCAD

Q 1

Q 2

Q 3

Q 4

Q 5

3.263

1.276

1.187

0.877

2.463

Q vec

3.261

1.286

1.189

0.865

2.475

Page 16: Pipe Network Analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’ 12’’- 3000’ 3.34 cfs 1.11 cfs 4.45 cfs Junction 3 Junction 4 Junction 2 Junction

Fifth Iteration MathCAD

Q vec

3.261

1.286

1.189

0.865

2.475

Q 1

Q 2

Q 3

Q 4

Q 5

3.261

1.282

1.189

0.869

2.471

Page 17: Pipe Network Analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’ 12’’- 3000’ 3.34 cfs 1.11 cfs 4.45 cfs Junction 3 Junction 4 Junction 2 Junction

Sixth Iteration MathCAD

Q vec

3.261

1.286

1.189

0.865

2.475

Q 1

Q 2

Q 3

Q 4

Q 5

3.261

1.284

1.189

0.867

2.473

Page 18: Pipe Network Analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’ 12’’- 3000’ 3.34 cfs 1.11 cfs 4.45 cfs Junction 3 Junction 4 Junction 2 Junction

Seventh Iteration MathCAD

Q vec

3.261

1.286

1.189

0.865

2.475

Q 1

Q 2

Q 3

Q 4

Q 5

3.261

1.285

1.189

0.866

2.474

Page 19: Pipe Network Analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’ 12’’- 3000’ 3.34 cfs 1.11 cfs 4.45 cfs Junction 3 Junction 4 Junction 2 Junction

Q1

Q2

Q3

Q4

Q5

3.267

1.26

1.183

0.897

2.443

Q1

Q2

Q3

Q4

Q5

Q1

Q2

Q3

Q4

Q5

zz

7.996 10 3

0.051

7.996 10 3

0.059

0.059

Extraction of the last column of the augmented rref matrix

z rref augment D F( )( ) 5

F

0

0

0

0.212

1.356

F

Q1 Q3 4.45

Q1 Q2 Q4 1.11

Q4 Q5 3.34

K1 Q1n K2 Q2

n K3 Q3n

K4 Q4n K5 Q5

n K2 Q2n

D

1

1

0

10.198

0

0

1

0

12.368

12.368

1

0

0

41.491

0

0

1

1

0

8.574

0

0

1

0

3.89

D

1

1

0

2.0041.852 Q10.852

0

0

1

0

5.681.852 Q20.852

5.68 1.852 Q20.852

1

0

0

19.53 1.852 Q30.852

0

0

1

1

0

4.811 1.852 Q40.852

0

0

1

0

1.002 1.852 Q50.852

Beginning of iteration 3

Q1

Q2

Q3

Q4

Q5

3.275

1.209

1.175

0.956

2.384

Q1

Q2

Q3

Q4

Q5

Q1

Q2

Q3

Q4

Q5

zz

0.126

0.043

0.126

0.169

0.169

Extraction of the last column of the augmented rref matrix

z rref augment D F( )( ) 5

F

0

0

0

5.559

2.803

F

Q1 Q3 4.45

Q1 Q2 Q4 1.11

Q4 Q5 3.34

K1 Q1n K2 Q2

n K3 Q3n

K4 Q4n K5 Q5

n K2 Q2n

D

1

1

0

10.532

0

0

1

0

11.991

11.991

1

0

0

37.666

0

0

1

1

0

9.851

0

0

1

0

3.654

D

1

1

0

2.0041.852 Q10.852

0

0

1

0

5.681.852 Q20.852

5.68 1.852 Q20.852

1

0

0

19.53 1.852 Q30.852

0

0

1

1

0

4.811 1.852 Q40.852

0

0

1

0

1.002 1.852 Q50.852

Beginning of iteration 2

Page 20: Pipe Network Analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’ 12’’- 3000’ 3.34 cfs 1.11 cfs 4.45 cfs Junction 3 Junction 4 Junction 2 Junction

Q1

Q2

Q3

Q4

Q5

3.261

1.282

1.189

0.869

2.471

Q1

Q2

Q3

Q4

Q5

Q1

Q2

Q3

Q4

Q5

zz

1.487 10 3

5.903 10 3

1.487 10 3

7.391 10 3

7.391 10 3

Extraction of the last column of the augmented rref matrix

z rref augment D F( )( ) 5

F

0

0

0

9.367 10 4

0.165

F

Q1 Q3 4.45

Q1 Q2 Q4 1.11

Q4 Q5 3.34

K1 Q1n K2 Q2

n K3 Q3n

K4 Q4n K5 Q5

n K2 Q2n

D

1

1

0

10.166

0

0

1

0

12.95

12.95

1

0

0

41.86

0

0

1

1

0

7.964

0

0

1

0

4

D

1

1

0

2.0041.852 Q10.852

0

0

1

0

5.681.852 Q20.852

5.68 1.852 Q20.852

1

0

0

19.53 1.852 Q30.852

0

0

1

1

0

4.811 1.852 Q40.852

0

0

1

0

1.002 1.852 Q50.852

Beginning of iteration 5

Q1

Q2

Q3

Q4

Q5

3.263

1.276

1.187

0.877

2.463

Q1

Q2

Q3

Q4

Q5

Q1

Q2

Q3

Q4

Q5

zz

4.249 10 3

0.016

4.249 10 3

0.021

0.021

Extraction of the last column of the augmented rref matrix

z rref augment D F( )( ) 5

F

0

0

0

0.01

0.46

F

Q1 Q3 4.45

Q1 Q2 Q4 1.11

Q4 Q5 3.34

K1 Q1n K2 Q2

n K3 Q3n

K4 Q4n K5 Q5

n K2 Q2n

D

1

1

0

10.177

0

0

1

0

12.808

12.808

1

0

0

41.732

0

0

1

1

0

8.124

0

0

1

0

3.972

D

1

1

0

2.0041.852 Q10.852

0

0

1

0

5.681.852 Q20.852

5.68 1.852 Q20.852

1

0

0

19.53 1.852 Q30.852

0

0

1

1

0

4.811 1.852 Q40.852

0

0

1

0

1.002 1.852 Q50.852

Beginning of iteration 4

Page 21: Pipe Network Analysis 12’’- 1500’ 10’’- 3500’ 8’’- 1000’ 6’’- 1000’ 12’’- 3000’ 3.34 cfs 1.11 cfs 4.45 cfs Junction 3 Junction 4 Junction 2 Junction

3.261

1.286

1.189

0.865

2.475

Q1

Q2

Q3

Q4

Q5

3.261

1.285

1.189

0.866

2.474

Q1

Q2

Q3

Q4

Q5

Q1

Q2

Q3

Q4

Q5

zz

1.912 10 4

7.633 10 4

1.912 10 4

9.545 10 4

9.545 10 4

Extraction of the last column of the augmented rref matrix

z rref augment D F( )( ) 5

Comparison with MathCAD

F

0

0

0

1.787 10 5

0.021

F

Q1 Q3 4.45

Q1 Q2 Q4 1.11

Q4 Q5 3.34

K1 Q1n K2 Q2

n K3 Q3n

K4 Q4n K5 Q5

n K2 Q2n

D

1

1

0

2.0041.852 Q10.852

0

0

1

0

5.681.852 Q20.852

5.68 1.852 Q20.852

1

0

0

19.53 1.852 Q30.852

0

0

1

1

0

4.811 1.852 Q40.852

0

0

1

0

1.002 1.852 Q50.852

Beginning of iteration 7

Q1

Q2

Q3

Q4

Q5

3.261

1.284

1.189

0.867

2.473

Q1

Q2

Q3

Q4

Q5

Q1

Q2

Q3

Q4

Q5

zz

5.323 10 4

2.122 10 3

5.323 10 4

2.654 10 3

2.654 10 3

Extraction of the last column of the augmented rref matrix

z rref augment D F( )( ) 5

F

0

0

0

1.267 10 4

0.059

F

Q1 Q3 4.45

Q1 Q2 Q4 1.11

Q4 Q5 3.34

K1 Q1n K2 Q2

n K3 Q3n

K4 Q4n K5 Q5

n K2 Q2n

D

1

1

0

2.0041.852 Q10.852

0

0

1

0

5.681.852 Q20.852

5.68 1.852 Q20.852

1

0

0

19.53 1.852 Q30.852

0

0

1

1

0

4.811 1.852 Q40.852

0

0

1

0

1.002 1.852 Q50.852

Beginning of iteration 6