tier iii: optimization design problems derek mccormack section 1: sample problems

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Page 1: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Process Optimization

Page 2: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Tier III: Optimization Design Problems

Derek McCormack

Section 1:

Sample Problems

Page 3: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Introduction

Three sample problems have been given here to work on. The first is a heat exchange network optimization problem. The second is a transportation optimization problem to be solved with Lingo. The third problem deals with optimizing a heat exchanger’s minimum approach temperature.

Page 4: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Question #1

Optimization of a Heat Exchange Network by Thermal Pinch Analysis

Page 5: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Optimization of a Heat Exchange Network

A plant has the following stream data:

Hot Target Supply FCpStreams T1 (K) T2 (K) (kW/K)

H1 270 310 350H2 275 340 250H3 330 370 400H4 380 410 275H5 420 460 450H6 450 500 500H7 510 550 350

Hot StreamsCold Supply Target FCp

Streams t1 (K) t2 (K) (kW/K)C1 250 300 350C2 290 340 250C3 310 360 450C4 380 460 300C5 450 480 400C6 490 530 300

Cold Streams

Page 6: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

HEN Problem

Using the stream data given and a Tmin of 10 K, do the following :

a) Determine the optimum heating and cooling utilities required by using the algebraic thermal pinch analysis method. Do you notice anything special with this example?

b) Now solve this problem using the graphical method, keeping in mind the results obtained above.

c) Create a possible heat exchange network for this situation based on the optimized conditions.

Page 7: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

HEN Solution

Attempt to solve this problem before proceeding to the solution.

Page 8: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Temperature Interval Diagram

550 540540 530

510 500

490 480500 490

470 460460 450450 440

420 410410 400

390 380380 370

275 265270 260260 250

300 290310 300320 310

370 360

340 330350 340

330 320

Hot Streams Cold StreamsIntervals

21

14

19

18171615

13

1211

10

9

8

20

76

5

43

2

1

FC

p =

350

H1

H7FC

p =

350

H6

FC

p =

500 H5FC

p =

450 H4FC

p =

275

H3FC

p =

400

H2F

Cp

= 250

C1

FC

p =

350

C2

FC

p =

250

C3

FC

p =

450C5

FC

p =

400C6

FC

p =

300

FC

p =

300

C4

T t

Page 9: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Table of Exchangeable Heat Loads

Interval H1,i H2,i H3,i H4,i H5,i H6,i H7,i Total, HHi

i kW kW kW kW kW kW kW kW1 - - - - - - 3500 35002 - - - - - - 10500 105003 - - - - - - - 04 - - - - - 5000 - 50005 - - - - - 10000 - 100006 - - - - 5000 - 50007 - - - - 4500 5000 - 95008 - - - - 13500 - - 135009 - - - - - - - 0

10 - - - 5500 - - - 550011 - - - 2750 - - - 275012 - - - - - - - 013 - - 8000 - - - - 800014 - - 4000 - - - - 400015 - 2500 4000 - - - - 650016 - 2500 - - - - - 250017 - 2500 - - - - - 250018 3500 2500 - - - - - 600019 8750 6250 - - - - - 1500020 1750 - - - - - - 175021 - - - - - - - 0

Total cooling required (kW) 111500

Table of Exchangeable Loads - Hot Streams

Page 10: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Table of Exchangeable Heat Loads

Interval C1,i C2,i C3,i C4,i C5,i C6,i Total, HCi

i kW kW kW kW kW kW kW1 - - - - - - 02 - - - - - 9000 90003 - - - - - 3000 30004 - - - - - - 05 - - - - 8000 - 80006 - - - 3000 4000 - 70007 - - - 3000 - - 30008 - - - 9000 - - 90009 - - - 3000 - - 3000

10 - - - 6000 - - 600011 - - - - - - 012 - - - - - - 013 - - 9000 - - - 900014 - 2500 4500 - - - 700015 - 2500 4500 - - - 700016 - 2500 4500 - - - 700017 - 2500 - - - - 250018 3500 2500 - - - - 600019 8750 - - - - - 875020 1750 - - - - - 175021 3500 - - - - - 3500

Total heating required (kW) 100500

Table of Exchangeable Loads - Cold Streams

Page 11: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Cascade DiagramQH,min =

QC,min =

17250

17250

12

13

14

15

16

17

18

19

20

8000

2500

4000

6500

2500

0

1750

15000

6000

0

9000

7000

7000

7000

2500

6000

8750

1750

16250

13250

12750

8250

8250

8250

14500

14500210 3500

11000

3500

1

2

3

4

5

6

7

8

9

10500

5000

0

5000

10000

3500

0

13500

9500

0

9000

3000

0

8000

7000

3000

9000

3000

5000

2000

7000

9000

7000

13500

18000

15000

0

10

112750

5500

14500

6000

0

17250

Page 12: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

No Pinch Point?

Notice that in this case the cascade diagram has no residuals that fall below zero. In this case, all of the heating needs of the cold streams are met by the hot streams, with an excess of heat left over. No heating utility is required, and the minimum cooling utility is 11,000 kW.

Page 13: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Hot Composite Stream

Hot Streams

0

20000

40000

60000

80000

100000

120000

230 280 330 380 430 480 530 580

T (K)

H

(kW

)

QC = 111500 kW

Page 14: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Cold Composite Stream

Cold Streams

0

20000

40000

60000

80000

100000

120000

230 280 330 380 430 480 530 580

T (K)

H

(kW

)

QH = 100500 kW

Page 15: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Optimized

0

20000

40000

60000

80000

100000

120000

230 280 330 380 430 480 530 580T (K)

H

(kW

)

220 270 320 370 420 470 520 570

t = T - T250

QH,min = 0

QC,min = 11000 kW

Cold composite stream

Hot composite stream

Page 16: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

No Pinch Point?

Here we can see that we do not get a typical pinch point. The head of the cold composite stream cannot be moved below the tail of the hot composite stream. In this case, all of the heating requirements can be met by the hot streams, but 11,000 kW of cooling utility are still needed.

Page 17: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Question #2

Optimization of Transportation

Route Problem

Page 18: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Transportation ProblemFive chemical plants produce a chemical to be shipped and sold at three different selling stations. Each plant has a different production cost and shipping cost, while each warehouse that receives the product sells it for a different price. Warehouse 1 sells for 95 $/tonne, warehouse 2 sells for 90 $/tonne, and warehouse 3 sells for 93 $/tonne. The cost of production at each of the plants are as follows: plant 1 costs 42 $/tonne, plant 2 costs 45 $/tonne, plant 3 costs 43 $/tonne, plant 4 costs 46 $/tonne, and plant 5 costs 55 $/tonne. To ship from plant 1 costs 0.30 $/tonne•km, from plant 2 costs 0.35 $/tonne•km, from plant 3 costs 0.31 $/tonne•km, from plant 4 costs 0.34 $/tonne•km, and plant 5 costs 0.29 $/tonne•km.

Page 19: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Transportation ProblemThe distances between plants and warehouses, in km, are as follows:

Plant 1 has a production capacity of 1300 tonnes, plant 2 can make 1200 tonnes, plant 3 can make 1700 tonnes, plant 4 can make 1400 tonnes, and plant 5 can make 1600 tonnes. Furthermore, market research suggests that the amount sold at each warehouse is limited. Warehouse 1 can receive 2400 tonnes, warehouse 2 can receive 2000 tonnes, and warehouse 3 can receive 2500 tonnes.

W1 W2 W3

P1 155 140 145P2 125 110 120P3 150 135 140P4 130 115 125P5 120 100 110

Page 20: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Transportation Problem

What combination of shipments will maximize the profit that this company can earn, and what is that profit? Use Lingo to

solve this.

Attempt to solve this problem before proceeding to the solution.

Page 21: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Transportation Problem Solution

Before Lingo can be used, this problem must be broken down into components:

Profit = Revenue – Expenses

What is revenue?

Revenue = (selling price)*(quantity sold)

= SP1(x1j) + SP2(x2j) + SP3(x3j)

(i refers to a warehouse property, while j refers to a plant property)

j i

ijiXSP

Page 22: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Transportation Problem Solution

What are the expenses? The cost of production and the cost of shipping.

Expenses = Production cost + Shipping cost

The costs of shipping from each plant to each warehouse are given below.

Cost ($/tonne-km) W1 ($/tonne) W1 ($/tonne) W1 ($/tonne)P1 0.30 46.50 42.00 43.50P2 0.35 43.75 38.50 42.00P3 0.31 46.50 41.85 43.40P4 0.34 44.20 39.10 42.50P5 0.29 34.80 29.00 31.90

Shipping Costs

Page 23: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Transportation Problem Solution

Production cost = (cost per unit)*(quantity produced)

=Cj*x1j + Cj*x2j + Cj*x3j

Shipping cost = (quantity shipped)*(shipping price)

=x1j*S1j + x2j*S2j + x3j*S3j

j i

ijijSX

j i

ijjXC

Page 24: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Transportation Problem Solution

The objective function is now:

maximize j i

ijiXSP j i

ijjXC j i

ijijSX

Page 25: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Transportation Problem Solution

The constraints:

x1j = 2400

x2j = 2000x3j = 2500

xi1 <= 1300

xi2 <= 1200

xi3 <= 1700

xi4 <= 1400

xi5 <= 1600

j i W1 W2 W3

P1 X11 X21 X31

P2 X12 X22 X32

P3 X13 X23 X33

P4 X14 X24 X34

P5 X15 X25 X35

Production and Destination Details

Page 26: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Lingo Solution

Page 27: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Lingo Solution

Page 28: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Question #3

Optimizing Minimum Approach Temperature

Page 29: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Tmin Optimization

A hot process stream coming out of a distillation tower has a specific heat flow rate, FCp, of 200 kW/K and must be cooled from 400 K to 300 K. Another process stream with an FCp of 150 kW/K must be heated from 330 K to 430 K before it enters a processing unit. A significant savings in utility costs can be realized by passing these streams through a heat exchanger.

Page 30: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Tmin Optimization

Heating utility is available at a cost of approximately 90 $/kW•year, while cooling utility is available at approximately 40 $/kW•year. Based on an expected useful life of 10 years, the heat exchanger is estimated to have an annualized fixed cost of about 600 $/year•m2. If the heat exchanger is expected to have a heat exchange coefficient of U = 1.2 kW/m2, investigate where the optimum minimum approach temperature lies. Hint: It is between Tmin = 5 K and 20 K.

Page 31: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Tmin Optimization

What is the optimum minimum

approach temperature in this case?

Use Tmin = 5 K, 10 K, and 20 K to develop your solution.

Attempt to solve this problem before proceeding to the solution.

Page 32: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Optimum Tmin Solution

Using the algebraic method, the utility requirements and exchanged heat are calculated for each Tmin.

Tmin (K) Qexchanged (kW) QC,min (kW) QH,min (kW) QH+C (kW)5 9750 10250 5250 15500

10 9000 11000 6000 1700020 7500 12500 7500 20000

T1 (K) T2 (K) FCp (kW/K) H (kW)

hot stream 300 400 200 20000

t1 (K) t2 (K) FCp (kW/K) H (kW)

cold stream 330 430 150 15000

Page 33: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Optimum Tmin Solution

Next, for each case the inlet and outlet temperatures of the heat exchanger are calculated so that the log mean temperature difference can be calculated.

)()( 1212 ttFCpTTFCpQexchanged

11

22

1122

ln

)()(

tTtT

tTtTTLM

Page 34: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Optimum Tmin Solution

Then the area of each heat exchanger is calculated.

LM

LMex

TU

QA

TUAQ

Tmin (K) Qexchanged (kW) TLM (K) Area (m2)

5 9750 11.1 732.010 9000 16.4 457.320 7500 25.7 243.2

Page 35: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Optimum Tmin Solution

Finally, the annual utilities cost, heat exchanger cost, and total cost are calculated and plotted as a function of Tmin.

Tmin

(K)

QC,min

(kW)

QH,min

(kW)

Area

(m2)Utilities cost

($/year)Exchanger cost

($/year)Total cost

($/year)

5 10250 5250 732.0 882500 439189 132168910 11000 6000 457.3 980000 274390 125439020 12500 7500 243.2 1175000 145914 1320914

AreaExchanger

QQUtilities CH

600

4090 min,min,

Page 36: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

Optimum Tmin Solution

Annualized Cost as a Function of Tmin

0

200000

400000

600000

800000

1000000

1200000

1400000

5 10 15 20

Tmin (K)

Co

st (

$/ye

ar)

Utilities

Exchanger

Total

The optimum minimum approach temperature is near 10 K

Page 37: Tier III: Optimization Design Problems Derek McCormack Section 1: Sample Problems

The End

This is the end of the Process Optimization module.