211
1 PLANT DESIGN FOR THE PRODUCTION OF 400,000 METRIC TONNES OF NITRIC ACID PER ANNUM FROM AIR OXIDATION OF AMMONIA GAS BY ANDREW OFOEDU DEPARTMENT OF CHEMICAL ENGINEERING FEDERAL UNIVERSITY OF TECHNOLOGY, OWERRI. SEPTEMBER 2013

DESIGN PROJECT 2013

Embed Size (px)

Citation preview

Page 1: DESIGN PROJECT 2013

1

PLANT DESIGN FOR THE PRODUCTION OF 400,000

METRIC TONNES OF NITRIC ACID PER ANNUM

FROM AIR OXIDATION OF AMMONIA GAS

BY

ANDREW OFOEDU

DEPARTMENT OF CHEMICAL ENGINEERING

FEDERAL UNIVERSITY OF TECHNOLOGY, OWERRI.

SEPTEMBER 2013

Page 2: DESIGN PROJECT 2013

2

EXECUTIVE SUMMARY

This report describes the detailed design of a plant to produce 400000 tonnes of

nitric acid per year by Ostwald Process. The single pressure process was selected

as the most advantageous, having considered several factors one of which is

efficient energy management. The process begins with the vaporization of

ammonia at 1000 kPa and 35°C using process heat. Steam is then used to

superheat the ammonia up to about 80°C. Filtered air is compressed in an axial

compressor to a discharge pressure of about 740kPa and temperature of 155°C.

Part of the air is diverted for acid stripping. This preheated air and the ammonia

vapour are then mixed and passed through the platinum/rhodium catalyst gauze

in a converter for oxidation. The reaction gas flows through a series of heat

exchangers for recovery of energy as either high-pressure superheated steam, or

as shaft horsepower from the expansion of hot tail gas in the turbine. Considering

the proximity to market, sea port and source of raw materials, it was decided to

site the plant in Eleme, Rivers State. The plant’s estimated capital investment is

₦5.41 billion. The rate of return on investment is 26.25% and the payback period

is estimated to be 3 years and 7 months. Thus, the project is both technically and

economically feasible.

Page 3: DESIGN PROJECT 2013

3

TABLE OF CONTENTTitle page--------------------------------------------------------------------------------------- iExecutive Summary---------------------------------------------------------------------------iiTable of content-------------------------------------------------------------------------------iii

CHAPTER ONE 1.0 Introduction--------------------------------------------------------------------------11.3 Design justification-------------------------------------------------------------------31.4 Design Objectives---------------------------------------------------------------------4 CHAPTER TWO 2.0 Literature review------------------------------------------------------------------------52.1 History of Nitric acid production-------------------------------------------------------52.2 Ammonia oxidation chemistry----------------------------------------------------------82.3 Emission and Control-----------------------------------------------------------------------142.4 Structure and bonding---------------------------------------------------------------------152.5 Reactions-------------------------------------------------------------------------------------162.6 Uses---------------------------------------------------------------------------------------------192.7 Safety-------------------------------------------------------------------------------------------212.8 Pinch technology in modern plant------------------------------------------------------222.9 Plant Location ------------------------------------------------------------------------- 24 2.9.5 Plant layout----------------------------------------------------------------------------- -----292.9.6 Process routes for the production of nitric acid------------------------------------33

CHAPTER THREE

3.0 Material balance -----------------------------------------------------------------------42

3.1 Conservation of mass -----------------------------------------------------------------42

3.2 Methods of material balancing ----------------------------------------------------43

3.3 Materials balance assumptions-----------------------------------------------------44

3.4 Summary of material balance calculations--------------------------------------44

3.5 Material balance for each unit------------------------------------------------------44

Page 4: DESIGN PROJECT 2013

4

CHAPTER FOUR 4.0 Energy balance -------------------------------------------------------------------------534.1 Conservation of energy---------------------------------------------------------------544.2 Energy balance assumptions -------------------------------------------------------564.3 Summary for energy balances------------------------------------------------------56

CHAPTER FIVE5.0 Chemical Engineering design--------------------------------------------------------615.1 Process units of Nitric acid Production--------------------------------------------61

CHAPTER SIX

6.0 Equipment design and specification ----------------------------------------------66

6.1 Problem specification-----------------------------------------------------------------67

6.2 Analyzing the problem solution----------------------------------------------------68

6.3 Preliminary design-----------------------------------------------------------------------68

6.4 Material Selection-----------------------------------------------------------------------69

6.5 Design optimization---------------------------------------------------------------------69

6.6 Summary of design and equipment specification calculation---------------70

CHAPTER SEVEN

7.0 Process control and instrumentation---------------------------------------------73

7.1 Objective-----------------------------------------------------------------------------------73

7.2 Plant control instrumentation------------------------------------------------------74

7.3 Alarms and safety trips ---------------------------------------------------------------77

7.4 Lining, piping, valves and pumps --------------------------------------------------78

7.5 Pipe support-----------------------------------------------------------------------------81

CHAPTER EIGHT

8.0 Safety and environmental considerations---------------------------------------82

8.1 Safety------------------------------------------------------------------------------------82

Page 5: DESIGN PROJECT 2013

5

8.2 Hazard and Operability (HAZOP) study-------------------------------------------89

8.3 Environmental impact assessment-------------------------------------------------97

CHAPTER NINE

9.1 Overview---------------------------------------------------------------------------------103

9.2 Economic Consideration--------------------------------------------------------------103

9.3 Cost estimation---------------------------------------------------------------------------106

9.6 Economic analyses calculation------------------------------------------------------108

CHAPTER TEN

10.0 Start up and shut down procedure-----------------------------------------------113

10.1 Emergency shut down and emergency depressurization-------------------114

10.2 Notification----------------------------------------------------------------------------114

10.3 Record keeping -----------------------------------------------------------------------115

10.4 Startup operation--------------------------------------------------------------------116

CHAPTER ELEVEN

11.0 Conclusion/ Recommendation----------------------------------------------------118

11.1 Conclusion------------------------------------------------------------------------------118

11.2 Recommendation -------------------------------------------------------------------119

REFERENCES-----------------------------------------------------------------------------------120

APPENDIX I

Tables and Charts--------------------------------------------------------------------------------123

APPENDIX II

Material Balance Calculation------------------------------------------------------------------126

APPENDIX III

Page 6: DESIGN PROJECT 2013

6

Energy Balance Calculation------------------------------------------------------------------132

APPENDIX IV

Equipment Design Calculation----------------------------------------------------------------137

APPENDIX V

Equipment Costing Calculation---------------------------------------------------------------141

Page 7: DESIGN PROJECT 2013

7

CHAPTER ONEINTRODUCTION

1.1 BACKGROUND INFORMATION

Nitric acid is a strong acid and a powerful oxidizing agent with enormous

possibilities for applications in the chemical processing industry. It has

commercial uses as a nitrating agent, oxidizing agent, solvent, activating agent,

catalyst and hydrolyzing agent. In relation to world production, approximately

65% of all nitric acid produced is used for the production of ammonium nitrate

(specifically for fertilizer manufacture).

Nitric acid is now produced commercially using the stepwise, catalytic oxidation

of ammonia with air, to obtain nitrogen monoxide and nitrogen dioxide. These

nitrogen oxides are subsequently absorbed in water to yield between 50% and

68% strength nitric acid by weight. For applications requiring higher strengths,

several methods of concentrating the acid are used.

The traditional methods are:

(a) Extractive distillation with dehydrating agents such as sulphuric acid or

magnesium nitrate;

(b) Reaction with additional nitrogen oxides.

The latter technique has the greatest application in industry.

The chemistry of ammonia oxidation is remarkably simple with only six main

reactions that need to be considered.

Page 8: DESIGN PROJECT 2013

8

1.1.1 PROPERTIES AND USES

Nitric acid is an oxidizing mineral acid with physical and chemical properties that

make it one of the most useful inorganic minerals. It is a colorless liquid at room

temperature and atmospheric pressure. It is soluble in water in all proportions

and there is a release of heat of solution upon dilution. Its high solubility in water

is the basis for the process methods used for commercial nitric acid manufacture.

It is a strong acid that almost completely ionizes when in dilute solution. It is also

a powerful oxidizing agent with the ability to passivate some metals such as iron

and aluminum. A compilation of many of the physical and chemical properties of

nitric acid are presented in the Appendix. Arguably the most important physical

property of nitric acid is its azeotropic point, this influences the techniques

associated with strong acid production. The constant-boiling mixture occurs at

121.9°C, for a concentration of 68.4%(wt) acid at atmospheric pressure.

Nitric acid has enormously diverse applications in the chemical industry. It has

commercial uses as a nitrating agent, oxidizing agent, solvent, activating agent,

catalyst and hydrolyzing agent. The most important use is undoubtedly in the

production of ammonium nitrate for the fertilizer and explosives industries, which

accounts for approximately 65% of the world production of nitric acid.

Nitric acid has a number of other industrial applications. It is used for pickling

stainless steels, steel refining, and in the manufacture of dyes, plastics and

synthetic fibers. Most of the methods used for the recovery of uranium, such as

ion exchange and solvent extraction, use nitric acid.

An important point is that for most uses concerned with chemical production, the

acid must be concentrated above its azeotropic point to greater than 95%(wt).

Page 9: DESIGN PROJECT 2013

9

Conversely, the commercial manufacture of ammonium nitrate uses nitric acid

below its azeotropic point in the range 50 -65 %(wt.). If the stronger chemical

grade is to be produced, additional process equipment appropriate to super-

azeotropic distillation is required.

There is a potential health hazard when handling, and operating with, nitric acid.

Nitric acid is a corrosive liquid that penetrates and destroys the skin and internal

tissues. Contact can cause severe burns. The acid is a potential hazard, the various

nitrogen oxides present as product intermediates in the process are also toxic. An

assessment of the health risk must be fundamental to the design of any process.

Further consideration and recommendations for the operating health risk and

environmental impact of the plant are presented in the Appendix.

1.2 DESIGN JUSTIFICATION

At present, there is no Nitric acid plant in Nigeria. The little Nitric acid produced

mainly by fertilizer plants in the country is used up immediately by them to make

their fertilizer. This means that most of the all Nitric acid used in the country is

imported.

A Nitric acid plant sited in the country producing Nitric acid made available to the

Nigerian market will not only reduce importation of the acid but also encourage

fertilizer production, create job opportunities as well as develop the area in which

it is sited.

Page 10: DESIGN PROJECT 2013

10

1.3 DESIGN OBJECTIVES

To design a plant that will deliver 400000 metric tonnes of 60%(wt) Nitric

Acid per annum.

To determine the technical and economic feasibility of the plant.

Page 11: DESIGN PROJECT 2013

11

CHAPTER TWO

LITERATURE REVIEW

2.1 HISTORY OF NITRIC ACID PRODUCTION

Until the beginning of the 20th century, Nitric acid (HNO3), also known as aqua

fortis and spirit of niter was prepared commercially by reacting sulphuric acid

with either potassium nitrate (saltpetre) or with sodium nitrate (Chile saltpetre or

nitre). Up to four tonnes of the two ingredients were placed into large retorts and

heated over a furnace (Kirk 1996). The volatile product vapourized and was

collected for distillation. An acid of 93-95 %( wt) was produced (Gregory 1999).

In 1903 the electric-arc furnace superseded this primitive original technique. In

the arc process, nitric acid was produced directly from nitrogen and oxygen by

passing air through an electric-arc furnace (Ray 1990).

Gregory (1999, p.40) argues that ‘Although the process benefitted from an

inexhaustible supply of free feed material (air), the power consumption for the

arc furnace was cost prohibitive’

According to Ray (1989, p.8) Researchers returned to the oxidation of ammonia in

air, (recorded as early as 1798) in an effort to improve production economics. In

1901 Wilhelm Ostwald had first achieved the catalytic oxidation of ammonia over

a platinum catalyst. The gaseous nitrogen oxides produced could be easily cooled

and dissolved in water to produce a solution of nitric acid. This achievement

began the search for an economic process route.

Page 12: DESIGN PROJECT 2013

12

By 1908 the first commercial facility for production of nitric acid, using this new

catalytic oxidation process, was commissioned near Bochum in Germany (Ray et

al 1989). The Haber-Bosch ammonia synthesis process came into operation in

1913, leading to the continued development and assured future of the ammonia

oxidation process for the production of nitric acid. (Ray et al 1989)

During World War 1, the intense demand for explosives and synthetic dyestuffs

created an expansion of the nitric acid industry.

Many new plants were constructed, all of which employed the ammonia

oxidation process. This increased demand served as the impetus for several

breakthroughs in process technology.

These included:

(a) The development of chrome-steel alloys for tower construction, replacing the

heavy stoneware and acid-proof bricks. This enabled process pressures above

atmospheric levels to be used.

(b) The improved design of feed preheaters enabled higher process temperatures

to be attained. Higher temperatures improved the yields and capacities, and also

reduced equipment requirements (Ohrue et al 1999).

(c) Early developments in automatic process control improved process

performance and reduced labor requirements.

All of these factors helped to improve the process efficiency. The increasing

availability of ammonia reduced processing costs still further.

Page 13: DESIGN PROJECT 2013

13

In the late 1920’s the development of stainless steels enabled manufacturers to

use higher operating pressures. The increase in yield and lower capital

requirements easily justified the use of high pressure operation despite increased

ammonia consumption.

The introduction of higher pressure processes resulted in a divergence of

operating technique within the industry. The United States producers opted for a

high-pressure system, using a constant high pressure throughout the process. The

European manufacturers opted for a split-pressure system. This latter system

entails operating the ammonia oxidation section at atmospheric pressure, while

the absorption unit is operated at higher pressures, thus capitalizing on improved

absorption rates. (Harvin et al 1979)

Recent developments in the ammonia oxidation process have included efforts to

reduce catalyst losses in the process. Platinum recovery filters have been installed

at various stages in the process. (Ohrue et al 1999)

Gold/palladium gauze filter pads have been added on the exit side of the catalyst

bed, inside the reactor/converter units. These filters have reportedly ensured a

platinum recovery of 80% (Anon 1979). Another trend has been for the use of

additional filters in the downstream units. These filters are of alumino-silicate

construction.

Perhaps the greatest progress in nitric acid production technology has been in the

manufacture of strong nitric acid (>90% by weight). Advances in the areas of

super-azeotropic distillation and in high pressure absorption are most significant.

(Ohkubo et al 1999)

Page 14: DESIGN PROJECT 2013

14

Research work is continually being performed in an effort to reduce nitrogen

oxide emissions from nitric acid plants. The Humphreys and Glasgow/Bolme nitric

acid process is just one example of a new philosophy being applied to the

absorption systems of weak nitric acid plants (50-68% by weight). Nitrogen oxide

emissions have been reduced from 2000-5000 ppm to less than 1000 ppm (Ray et

al 1989).

For the production of stronger nitric acid, tail gases are now being treated by

selective or non-selective catalytic combustion systems. These innovative units

have reduced the nitrogen oxide emissions to below 400 ppm (Ray et al 1989).

2.2 AMMONIA OXIDATION CHEMISTRY

Notably, all commercial nitric acid production methods used today are centered

on the oxidation of ammonia. It is therefore appropriate to investigate the

chemistry of this process, in the knowledge that it is directly applicable to any of

the production processes available. (Chilton 1960)

The chemistry of the oxidation of ammonia is surprisingly simple. It begins with a

single pure compound, plus air and water, and ends with another pure compound

in aqueous solution, with essentially no by-products. The process may be

described by just six major reactions as shown as follows:

1.N H 3(g )+2O2→HN O3(aq)+H 2O(l)

2.4N H 3 (g)+5O2(g )→4NO(g)+6H 2O(l)

3. 2NO(g )+O2→2N O2(g )

4. 2NO2 (g)⇌N 2O4

Page 15: DESIGN PROJECT 2013

15

5. 3N2O 4+2H 2O(l )→4HN O3+2NO(g)

6. 3N O2(g)+H 2O(l)→2HN O3(aq)+N O( g)

Reaction 1 is the overall reaction for the process. This net result is achieved from

three separate, and distinct, chemical steps. The first is the oxidation of ammonia

to nitrogen monoxide (Reaction 2). The second is the further oxidation of nitrogen

monoxide to nitrogen dioxide (Reaction 3), then nitrogen dioxide to nitrogen

tetroxide (Reaction 4). The third and final stage involves the absorption of these

nitrogen-based oxides into water to form the nitric acid product (Reactions 5 and

6). In most commercial processes, each of these three stages is conducted in

separate process units. (Chilton 1960)

The first step in the process is the heterogeneous, highly exothermic, gas-phase

catalytic reaction of ammonia with oxygen (Reaction 2). The primary oxidation of

ammonia to nitric acid (over a catalyst gauze of 9:l platinum/rhodium alloy)

proceeds rapidly at process temperatures between 900-970°C. (Kent 1983)

The second step in the process involves two reactions (Reactions 3 and 4). These

are the oxidations of nitrogen monoxide to the dioxide and tetroxide forms. The

equilibrium mixture is loosely referred to as nitrogen peroxide. Both reactions are

homogenous, moderately exothermic, gas-phase catalytic reactions. All reactions

shown are highly exothermic. (Chilton 1960)

The third step in the process involves cooling the reaction gases below their dew

point, so that a liquid phase of weak nitric acid is formed. This step effectively

promotes the state of oxidation and dimerization (Reactions 3 and 4), and

Page 16: DESIGN PROJECT 2013

16

removes water from the gas phase. This in turn increases the partial pressure of

the nitrogen peroxide component. (Chilton 1960)

Finally, nitric acid is formed by the reaction of dissolved nitrogen peroxide with

water (Reactions 5 and 6).

Nitric acid is produced by 2 methods. The first method utilizes oxidation,

condensation, and absorption to produce a weak nitric acid. Weak nitric acid can

have concentrations ranging from 30 to 70 percent nitric acid. The second

method combines dehydrating, bleaching, condensing, and absorption to produce

a high-strength nitric acid from a weak nitric acid. High-strength nitric acid

generally contains more than 90 percent nitric acid. The following text provides

more specific details for each of these processes. (Chilton 1960)

2.2.1 WEAK NITRIC ACID PRODUCTION

According to Ray(1989, Nearly all the nitric acid produced in the U. S. is

manufactured by the high-temperature catalytic oxidation of ammonia. This

process typically consists of 3 steps: (1) ammonia oxidation, (2) nitric oxide

oxidation, and (3) absorption. Each step corresponds to a distinct chemical

reaction.

1. AMMONIA OXIDATION

First, a 1:9 ammonia/air mixture is oxidized at a temperature of 1380 to 14700F as

it passes through a catalytic convertor, according to the following reaction:

4 N H 3+5O2→4NO+6H 2O

The most commonly used catalyst is made of 90 percent platinum and 10 percent

rhodium gauze constructed from squares of fine wire. Under these conditions, the

oxidation of ammonia to nitric oxide (NO) proceeds in an exothermic reaction

Page 17: DESIGN PROJECT 2013

17

with a range of 93 to 98 percent yield. Oxidation temperatures can vary from

1380OF to 16500F. (Chilton 1960) Higher catalyst temperatures increase reaction

selectivity toward NO production. Lower catalyst temperatures tend to be more

selective toward less useful products: nitrogen (N2) and nitrous oxide (N2O).

Nitric oxide is considered to be a criteria pollutant and nitrous oxide is known to

be a global warming gas. The nitrogen dioxide/dimmer mixture then passes

through a waste heat boiler and a platinum filter. (Chilton 1960)

2. NITRIC OXIDE OXIDATION

The nitric oxide formed during the ammonia oxidation must be oxidized. The

process stream is passed through a cooler/condenser and cooled to 1000F or less

at pressures up to 116 pounds per square inch absolute (psia). The nitric oxide

reacts non-catalytically with residual oxygen to form nitrogen dioxide (NO2) and

its liquid dimmer, nitrogen tetra-oxide:

2NO2+O2→2N O2⇌ N2O 4

This slow, homogeneous reaction is highly temperature and pressure dependent.

Operating at low temperatures and high pressures promotes maximum

production of NO2 within a minimum reaction time (Kent 1983).

3. ABSORPTION

The final step introduces the nitrogen dioxide/dimmer mixture into an absorption

process after being cooled. The mixture is pumped into the bottom of the

absorption tower, while liquid dinitrogen tetra-oxide is added at a higher point.

De-ionized process water enters the top of the column. Both liquids flow

countercurrent to the nitrogen dioxide/dimmer gas mixture. Oxidation takes

place in the free space between the trays, while absorption occurs on the trays.

Page 18: DESIGN PROJECT 2013

18

The absorption trays are usually sieve or bubble cap trays. The exothermic

reaction occurs as follows:

3N O2+H 2O→2HNO3+NO

A secondary air stream is introduced into the column to re-oxidize the NO that is

formed in Reaction 3. This secondary air also removes NO2 from the product acid.

An aqueous solution of 55 to 65 percent (typically) nitric acid is withdrawn from

the bottom of the tower. The acid concentration can vary from 30 to 70 percent

nitric acid. The acid concentration depends upon the temperature, pressure,

number of absorption stages, and concentration of nitrogen oxides entering the

absorber.

There are 2 basic types of systems used to produce weak nitric acid: single-stage

pressure process and dual-stage pressure process (Harvin et al 1979). In the past,

nitric acid plants have been operated at a single pressure, ranging from

atmospheric pressure to 14.7 to 203 psia. However, since Reaction 1 is favored by

low pressures and Reactions 2 and 3 are favored by higher pressures, newer

plants tend to operate a dual stage pressure system, incorporating a compressor

between the ammonia oxidizer and the condenser. The oxidation reaction is

carried out at pressures from slightly negative to about 58 psia, and the

absorption reactions are carried out at 116 to 203 psia. (Harvn et al 1979)

In the dual-stage pressure system, the nitric acid formed in the absorber

(bottoms) is usually sent to an external bleacher where air is used to remove

(bleach) any dissolved oxides of nitrogen. The bleacher gases are then

compressed and passed through the absorber. The absorber tail gas (distillate) is

sent to an entrainment separator for acid mist removal. Next, the tail gas is

reheated in the ammonia oxidation heat exchanger to approximately 3920F. The

Page 19: DESIGN PROJECT 2013

19

final step expands the gas in the power-recovery turbine. The thermal energy

produced in this turbine can be used to drive the compressor.

2.2.2 HIGH STRENGTH NITRIC ACID PRODUCTION

A high-strength nitric acid (98 to 99 percent concentration) can be obtained by

concentrating the weak nitric acid (30 to 70 percent concentration) using

extractive distillation. (Imai et al 1999) The weak nitric acid cannot be

concentrated by simple fractional distillation. The distillation must be carried out

in the presence of a dehydrating agent. Concentrated sulfuric acid (typically 60

percent sulfuric acid) is most commonly used for this purpose. The nitric acid

concentration process consists of feeding strong sulfuric acid and 55 to 65 percent

nitric acid to the top of a packed dehydrating column at approximately

atmospheric pressure. The acid mixture flow downward, countercurrent to

ascending vapors. Concentrated nitric acid leaves the top of the column as 99

percent vapor, containing a small amount of NO2 and oxygen (O2) resulting from

dissociation of nitric acid. The concentrated acid vapor leaves the column and

goes to a bleacher and a countercurrent condenser system to effect the

condensation of strong nitric acid and the separation of oxygen and oxides of

nitrogen (NO2) byproducts. (Ohkubo et al 1999) These byproducts then flow to an

absorption column where the nitric oxide mixes with auxiliary air to form NO2,

which is recovered as weak nitric acid. Inert and un-reacted gases are vented to

the atmosphere from the top of the absorption column. Emissions from this

process are relatively minor. A small absorber can be used to recover NO2. (Kirk et

al 1981)

Page 20: DESIGN PROJECT 2013

20

2.3 EMISSIONS AND CONTROL

Emissions from nitric acid manufacture consist primarily of NO, NO2 (which

account for visible emissions), trace amounts of HNO3 mist, and ammonia (NH3).

By far, the major source of nitrogen oxides (NO2) is the tail-gas from the acid

absorption tower. In general, the quantity of NO2 emissions is directly related to

the kinetics of the nitric acid formation reaction and absorption tower design. NO2

emissions can increase when there is (1) insufficient air supply to the oxidizer and

absorber, (2) low pressure, especially in the absorber, (3) high temperatures in

the cooler-condenser and absorber, (4) production of an excessively high-strength

product acid, (5) operation at high throughput rates, and (6) faulty equipment

such as compressors or pumps that lead to lower pressures and leaks, and

decrease plant efficiency. (Leray et al 1979)

Roudier (1979) states that the two most common techniques used to control

absorption tower tail gas emissions are extended absorption and catalytic

reduction. Extended absorption reduces NO2 emissions by increasing the

efficiency of the existing process absorption tower or incorporating an additional

absorption tower. An efficiency increase is achieved by increasing the number of

absorber trays, operating the absorber at higher pressures, or cooling the weak

acid liquid in the absorber. The existing tower can also be replaced with a single

tower of a larger diameter and/or additional trays.

In the catalytic reduction process (often termed catalytic oxidation or

incineration), tail gases from the absorption tower are heated to ignition

temperature, mixed with fuel (natural gas, hydrogen, propane, butane, naphtha,

carbon monoxide, or ammonia) and passed over a catalyst bed. In the presence of

the catalyst, the fuels are oxidized and the NO2 are reduced to N2. The extent of

Page 21: DESIGN PROJECT 2013

21

reduction of NO2 and NO to N2 is a function of plant design, fuel type, operating

temperature and pressure. Space-velocity through the comparatively small

amounts of nitrogen oxides is also lost from acid concentrating plants. These

losses (mostly NO2) are from the condenser system, but the emissions are small

enough to be controlled easily by inexpensive absorbers. Acid mist emissions do

not occur from the tail-gas of a properly operated plant. The small amounts that

may be present in the absorber exit gas streams are removed by a separator or

collector prior to entering the catalytic reduction unit or expander. (Kent 1983)

The acid production system and storage tanks are the only significant sources of

visible emissions at most nitric acid plants. Emissions from acid storage tanks may

occur during tank filling.

2.4 STRUCTURE AND BONDING

Fig 2: Two major resonance representations of HNO3.

The molecule is planar. Two of the N-O bonds are equivalent and relatively short

(this can be explained by theories of resonance. The canonical forms show double

bond character in these two bonds, causing them to be shorter than typical N-O

bonds.), and the third N-O bond is elongated because the O is also attached to a

proton.

Page 22: DESIGN PROJECT 2013

22

2.5 REACTIONS

2.5.1 ACID-BASE PROPERTIES

Nitric acid is normally considered to be a strong acid at ambient temperatures.

The pKa value is usually reported as less than −1. This means that the nitric acid in

solution is fully dissociated except in extremely acidic solutions. The pKa value

rises to 1 at a temperature of 250 °C.

Nitric acid can act as a base with respect to an acid such as sulfuric acid.

HNO3 + 2H2SO4 NO2+ + H3O+ + 2HSO4

The nitronium ion, NO2+, is the active reagent in aromatic nitration reactions.

Since nitric acid has both acidic and basic properties it can undergo an

autoprotolysis reaction, similar to the self-ionization of water

2HNO3 NO2+ + NO3

– + H2O

2.5.2 REACTIONS WITH METALS

Nitric acid reacts with most metals but the details depend on the concentration of

the acid and the nature of the metal. Dilute nitric acid behaves as a typical acid in

its reaction with most metals. Magnesium, manganese and zinc liberate H2.

Others give the nitrogen oxides. (Ababio 2007)

Nitric acid can oxidize non-active metals such as copper and silver. With these

non-active or less electropositive metals the products depend on temperature

and the acid concentration. For example, copper reacts with dilute nitric acid at

Page 23: DESIGN PROJECT 2013

23

ambient temperatures with a 3:8 stoichiometry to produce nitric oxide which may

react with atmospheric oxygen to give nitrogen dioxide.

3 Cu + 8 HNO3 → 3 Cu2+ + 2 NO + 4 H2O + 6 NO3-

With more concentrated nitric acid, nitrogen dioxide is produced directly in a

reaction with 1:4 stoichiometries.

Cu + 4 H+ + 2 NO3− → Cu2+ + 2 NO2 + 2 H2O

Upon reaction with nitric acid, most metals give the corresponding nitrates. Some

metalloids and metals give the oxides, for instance, Sn, As, Sb, Ti are oxidized into

SnO2, As2O5, Sb2O5 and TiO2 respectively.

Some precious metals, such as pure gold and platinum group metals do not react

with nitric acid, though pure gold does react with aqua regia, a mixture of

concentrated nitric acid and hydrochloric acid. However, some less noble metals

(Ag, Cu, ...) present in some gold alloys relatively poor in gold such as colored gold

can be easily oxidized and dissolved by nitric acid, leading to color changes of the

gold-alloy surface. Nitric acid is used as a cheap means in jewelry shops to quickly

spot low-gold alloys (< 14 carats) and to rapidly assess the gold purity.

Being a powerful oxidizing agent, nitric acid reacts violently with many non-

metallic compounds and the reactions may be explosive. Reaction takes place

with all metals except the noble metals series and certain alloys. As a general rule,

oxidizing reactions occur primarily with the concentrated acid, favoring the

formation of nitrogen dioxide (NO2). (Ababio 2007) However, the powerful

oxidizing properties of nitric acid are thermodynamic in nature, but sometimes its

Page 24: DESIGN PROJECT 2013

24

oxidation reactions are rather kinetically non-favored. The presence of small

amounts of nitrous acid (HNO2) greatly enhances the rate of reaction.

Although chromium (Cr), iron (Fe) and aluminum (Al) readily dissolve in dilute

nitric acid, the concentrated acid forms a metal oxide layer that protects the bulk

of the metal from further oxidation. The formation of this protective layer is

called passivation. Typical passivation concentrations range from 20–50% by

volume (ASTM A967-05 2000). Metals which are passivated by concentrated nitric

acid are Iron, Cobalt, Chromium, Nickel, and Aluminum.

2.5.3 REACTIONS WITH NON-METALS

Being a powerful oxidizing acid, nitric acid reacts violently with many organic

materials and the reactions may be explosive. (Kent 1983)

Reaction with non-metallic elements, with the exceptions of nitrogen, oxygen,

noble gases, silicon and halogens, usually oxidizes them to their highest oxidation

states as acids with the formation of nitrogen dioxide for concentrated acid and

nitric oxide for dilute acid. (Ababio 2007)

C + 4 HNO3 → CO2 + 4 NO2 + 2 H2O

OR

3 C + 4 HNO3 → 3 CO2 + 4 NO + 2 H2O

Concentrated nitric acid oxidizes I2, P4 and S8 into HIO3, H3PO4 and H2SO4

respectively.

Page 25: DESIGN PROJECT 2013

25

2.5.4 XANTHOPROTEIC TEST

Nitric acid reacts with proteins to form yellow nitrated products. This reaction is

known as the xanthoproteic reaction (Gregory 1999). This test is carried out by

adding concentrated nitric acid to the substance being tested, and then heating

the mixture. If proteins that contain amino acids with aromatic rings are present,

the mixture turns yellow. Upon adding a strong base such as liquid ammonia, the

color turns orange. These color changes are caused by nitrated aromatic rings in

the protein. Xanthoproteic acid is formed when the acid contacts epithelial cells

and is indicative of inadequate safety precautions when handling nitric acid

2.6 USES

2.6.1 NITRIC ACID IN A LABORATORY.

The main use of nitric acid is for the production of fertilizers. Nitric acid is

neutralized with ammonia to give ammonium nitrate. According to Gregory

(1999, p.408) this application consumes 75-80% of the 26M tons produced

annually. The other main applications are for the production of explosives, nylon

precursors, and specialty organic compounds.

2.6.2 PRECURSOR TO ORGANIC NITROGEN COMPOUNDS

In organic synthesis, industrial and otherwise, the nitro group is a versatile

functionality. Most derivatives of aniline are prepared via nitration of aromatic

compounds followed by reduction. Nitrations entail combining nitric and sulfuric

acids to generate the nitronium ion, which electrophilically reacts with aromatic

Page 26: DESIGN PROJECT 2013

26

compounds such as benzene. (Gregory 1999) Many explosives, e.g. TNT, are

prepared in this way.

The precursor to nylon, adipic acid, is produced on a large scale by oxidation of

cyclohexanone and cyclohexanol with nitric acid.

1.6.3 ROCKET FUEL

Nitric acid has been used in various forms as the oxidizer in liquid-fueled rockets.

These forms include red fuming nitric acid, white fuming nitric acid, mixtures with

sulfuric acid, and these forms with HF inhibitor. IRFNA (inhibited red fuming nitric

acid) was one of 3 liquid fuel components for the BOMARC missile. (Gregory

1999)

2.6.4 ANALYTICAL REAGENT

In elemental analysis dilute nitric acid (0.5 to 5.0%) is used as a matrix compound

for determining metal traces in solutions. Ultrapure trace metal grade acid is

required for such determination, because small amounts of metal ions could

affect the result of the analysis. (Kirk 1981)

It is also typically used in the digestion process of turbid water samples, sludge

samples, solid samples as well as other types of unique samples which require

elemental analysis via flame atomic absorption spectroscopy. Typically these

digestions use a 50% solution of the purchased HNO3 mixed with deionized water.

In electrochemistry, nitric acid is used as a chemical doping agent for organic

semiconductors, and in purification processes for raw carbon nanotubes.

Page 27: DESIGN PROJECT 2013

27

2.6.5 WOODWORKING

In a low concentration (approximately 10%), nitric acid is often used to artificially

age pine and maple. The color produced is a grey-gold very much like very old wax

or oil finished wood (wood finishing).

2.6.6 ETCHANT AND CLEANING AGENT

The corrosive effects of nitric acid are exploited for a number of specialty

applications, such as pickling stainless steel. A solution of nitric acid, water and

alcohol, Nital, is used for etching of metals to reveal the microstructure (Gregory

1999). Commercially available aqueous blends of 5–30% nitric acid and 15–40%

phosphoric acid are commonly used for cleaning food and dairy equipment

primarily to remove precipitated calcium and magnesium compounds (either

deposited from the process stream or resulting from the use of hard water during

production and cleaning). The phosphoric acid content helps to passivate ferrous

alloys against corrosion by the dilute nitric acid.(Anon 1979) Nitric acid can be

used as a spot test for alkaloids, giving a variety of colors depending on the

alkaloid.

2.7 SAFETY

Nitric acid is a strong acid and a powerful oxidizing agent. The major hazard posed

by it is chemical burns as it carries out acid hydrolysis with proteins (amide) and

fats (ester) which consequently decomposes living tissue (e.g. skin and flesh).

Concentrated nitric acid stains human skin yellow due to its reaction with the

Page 28: DESIGN PROJECT 2013

28

keratin. These yellow stains turn orange when neutralized. Systemic effects are

unlikely, however, and the substance is not considered a carcinogen or mutagen.

The standard first aid treatment for acid spills on the skin is, as for other corrosive

agents, irrigation with large quantities of water. Washing is continued for at least

ten to fifteen minutes to cool the tissue surrounding the acid burn and to prevent

secondary damage. Contaminated clothing is removed immediately and the

underlying skin washed thoroughly. (Othmer et al 1981)

Being a strong oxidizing agent, reactions of nitric acid with compounds such as

cyanides, carbides, metallic powders can be explosive and those with many

organic compounds, such as turpentine, are violent and hypergolic (i.e. self-

igniting). Hence, it should be stored away from bases and organics.

2.8 PINCH TECHNOLOGY IN MODERN PLANTS

One of the most successful and generally useful techniques is that developed by

Bodo Linnhoff and other workers: pinch technology. The term derives from the

fact that in a plot of the system temperatures versus the heat transferred, a pinch

usually occurs between the hot stream and cold stream curves. (Sinnot 2005)

Pinch technology is a relatively modern engineering tool developed in the late

1970s and early 1980s. This new approach to evaluating the energy requirements

of a site quickly identified ways of improving the overall energy use. The name

“pinch technology” was applied because the technique identified the point or

points in the energy flow where restrictions applied and hence limited one’s

ability to reuse low grade energy.

Page 29: DESIGN PROJECT 2013

29

The major difference between this new technology and the previous engineering

approaches was the formalized methodology involving the rigorous application of

thermodynamic principles. Pinch technology was initially adopted by major

chemical companies and petrochemical energy. Beet sugar was quite quick to

adopt it because of the industry’s energy profile and it is now being adopted by

the cane industry too. It has also been shown that the pinch represents a distinct

thermodynamic break in the system and that, for minimum energy requirements,

heat should not be transferred across the pinch, (Linnhoff et al 1983)

2.8.1 APPLICATIONS

Pinch technology is equally applicable to Greenfield project and refurbishments.

In either case, their objectives are to achieve:

1. Minimum energy consumption

2. Optimization of utilities

3. Minimum capital expenditure to achieve these

Minimizing energy consumption implies minimizing cooling water requirements

too because all of the energy used ultimately has to be rejected again in some low

grade form. ( Sinnot 2005)

The technology strength are its overall approach to process integration (rather

than optimizing a single station) and its blend of thermodynamics with

commercial requirements. It also takes into account the operational requirements

of the site and does reduce flexibility or availability.

Page 30: DESIGN PROJECT 2013

30

2.9 PLANT LOCATION

Plant location refers to the choice of a region or the selection of a particular site

for settling up the business or a factory. However, the choice is made only after

considering alternative sites. It is a strategic decision that cannot be changed once

it is taken. Therefore, careful care must be taken before a decision is made on the

location of the plant site (Ray et al 1989).

2.9.1 IDEAL PLANT LOCATION

An ideal plant location is one where the cost of the production is minimal, with a

large market availability, least risk involved and maximum gain obtainable. It is a

place of maximum net advantage or with lowest unit cost of production and

distribution. For achieving this objective, small and large scale entrepreneur can

make use of local analysis.

2.9.2 LOCAL ANALYSIS

Local analysis is a dynamic process where the entrepreneur analyses and

compares the feasibility of different sites with the aim of selecting the best site

for a given enterprise. It considers the following:

a. Demographic analysis: it involves the study of the population in the area in

terms of total number of people in the area, age composition, per capital

income, educational level and occupational structures etc.

b. Trade area analysis: it is an analysis of the geographic area that provides

continued clientele to the industry. It is advisable to also see the feasibility

of accessing the trade area from alternative sites. (Ray et al 1989)

Page 31: DESIGN PROJECT 2013

31

c. Competitive analysis: it helps to judge the nature, location, size and quality

of competition in a given trade area.

d. Traffic analysis: this is done to have a rough idea about the number of

potential customers passing by the proposed site during the working hours

of the industry. The traffic analysis aims at judging the alternative sites in

terms of pedestrian and vehicular traffic passing by the site.

e. Site economics: alternative sites are evaluated in terms of establishments,

costs and operational costs under this. Cost of establishment of a plant is

basically cost incurred for permanent physical facilities but operation costs

are incurred for running the plant.

2.9.3 SELECTION CRITERIA

According to Ray (1989, p. 76) the important considerations for selecting a

suitable location are as follows:

I. Nature or climate conditions

II. Availability and nearness to the sources of raw materials

III. Transport costs: this should be considered both for obtaining raw

material and also distribution or marketing finished products to the

ultimate users.

IV. Close proximity to the anticipated market: the industry’s warehouse

should be located within the vicinity of densely populated areas.

V. Availability of infrastructural facilities such as developed industrial shed

or site, link roads, nearness to railway stations, airports or seaports,

Page 32: DESIGN PROJECT 2013

32

availability of electricity, water, public utilities, civil amenities and means

of communication are important.

VI. Availability of skilled and non-skilled labor and technically qualified and

trained managers.

VII. Banking and financial institutions should be located nearby.

VIII. Safety and security should be given due consideration

IX. Government influences: tax relief, subsidies, liberation and other

positive policies of the government to support the start off of any

industry should be duly considered before any industry is set up. Also,

negative government influences like restrictions for setting up industries

in an area for reason of pollution control and decentralization of

industries should be considered.

X. Utility costs and availability.

2.9.4 SELECTION OF PLANT LOCATION FOR THE NITRIC ACID PLANT

There were three plant locations proposed. Each was evaluated and the final

decision based on maximum net advantage was made.

2.9.4.1 LOCATION ONE: AGBARA INDUSTRIAL ESTATE (OGUN STATE)

Advantages

1. Relatively cheap available land and labor cost.

2. Relatively close to market (Lagos Nylon and plastic market).

3. Relatively close to sea (Lagos Apapa) for import of raw material and export

of product if need be.

4. Availability of infrastructural facilities such as link roads, public utilities etc.

Page 33: DESIGN PROJECT 2013

33

5. Availability of financial institution.

6. Relatively secure.

7. Availability of social amenities and means of communication.8. Disadvantages1. No local source of raw material nearby meaning all raw materials have to

be transported to the plant location.

2. The major roads that will be used for transportation (i.e form Apapa to

Agbara) are bad and one is prone to experience hold up on it.

3. Transport cost will be very high for both bringing in of raw material and

marketing finished product as the target market is Lagos and things are

known to be very expensive there.

4. The Nylon and plastic market in Lagos is not large enough to exhaust all

nitric acid produced by the plant.

5. Additional cost of providing water and electricity for the plant.

2.9.4.2 LOCATION TWO: ABA (ABIA STATE)

Advantages

1. Relatively cheap available land and labor cost.2. Availability of market (plastic and Nylon market)

3. Availability of financial institution.

4. Relatively secure.

5. Availability of social amenities and means of communication.

Page 34: DESIGN PROJECT 2013

34

Disadvantages

1. Not close to source of raw material

2. Additional cost of providing water and electricity for the plant.3. Market available not enough to exhaust all nitric acid produced in the plant.

4. Lack of infrastructural facilities such as sea port, airport and railway stations

nearby.

2.9.4.3 LOCATION THREE: ELEME, PORT-HARCOURT (RIVERS STATE)

Advantages

1. Close to source of raw material: National Fertilizer Company of Nigeria

(NAFCON), an ammonia and fertilizer plant at Onne, Port-Harcourt, Rivers

State bought over by Notore started operation in Jan 2009. Their

production of ammonia per day of ammonia was 1,000MT as at 2009 of

anhydrous ammonia (more than enough raw material for our nitric acid

plant). Eleme Petrochemical located in Eleme, Port-harcourt, Rivers State is

also billed to come up with an ammonia plant in 2014 which will make

available to the Nigeria market 2300MT.

2. Availability of market in Port-Harcourt, closeness to sea for export of

product if necessary.

3. Availability of public utilities such as water, sea port, airport, etc.

4. Availability of both skilled and unskilled labor.

5. Availability of banking and financial institutions.

6. Availability of social amenities and means of communication.

7. Relatively secure.

Page 35: DESIGN PROJECT 2013

35

Disadvantages

2. High cost of land

3. No regular power supply

2.9.5 PLANT LAYOUT

Having selected a suitable site for the chemical plant, it is possible and necessary

to make a preliminary decision regarding the layout of the plant equipment. (Ray

et al 1989) Although the equipment has not been designed in detail, preliminary

estimates of the physical size of each item should be available in the equipment

list. Any sizing differences between the initial and final estimates should not be

too excessive, and appropriate areas should be allowed around the plant items

when determining the layout.

A preliminary determination of the plant layout enables consideration of pipe

runs and pressure drops, access for maintenance and repair and in the event of

accidents and spills, and location of the control room and administrative offices.

The preliminary plant layout can also help to identify undesirable and unforeseen

problems with the preferred site, and may necessitate a revision of the site

selection. (Baasel 1989) The proposed plant layout must be considered early in

the design work, and in sufficient detail, to ensure economical construction and

efficient operation of the completed plant. The plant layout adopted also affects

the safe operation of the plant, and acceptance of the plant (and possibly any

subsequent modifications or extensions) by the community.

Page 36: DESIGN PROJECT 2013

36

There are two schemes that can be adopted for determination of the plant layout.

(Buckhurst & Harker 1973) First, the ‘flow-through’ layout (or ‘flow-line’ pattern)

where plant items are arranged (sequentially) in the order in which they appear

on the process flow sheet. This type of arrangement usually minimizes pipe runs

and pressure drops (and is often adopted for small plants). Second, the

equipment is located on site in groupings of similar plant items, e.g. distillation

columns, separation stages, reactors and heat exchanger pre-heaters, etc. The

grouped pattern is often used for larger plants and has the advantages of easier

operation and maintenance, lower labor costs, minimizing transfer lines and

hence reducing the energy required to transfer materials. These two schemes

represent the extreme situations and in practice some compromise arrangement

is usually employed. The plant layout adopted depends upon whether a new

(‘grass roots’) plant is being designed or an extension/modification to an existing

plant. Space restrictions are the most common constraints; however, space

limitations are usually imposed even with new sites. Other factors to be

considered are:

(a) Siting of the control room, offices, etc., away from areas of high accident risk,

and upstream of the prevailing winds.

(b) Location of reactors, boilers, etc., away from chemical storage tanks.

(c) Storage tanks to be located for easy access, and a decision made as to whether

all tanks (for raw materials and product) should be located together or dispersed

around the site.

(d) Labor required for plant operation.

Page 37: DESIGN PROJECT 2013

37

(e) Elevation of equipment.

(f) Requirements of specific plant items, e.g. pumps.

(g) Supply of utilities, e.g. electricity, water, steam, etc.

(h) Minimizing plant piping systems.

(i) Suitable access to equipment requiring regular maintenance or repair.

(j) Plant layout to facilitate easy clean-up operations and dispersion of chemicals

in the event of a spillage.

(k) Access to the plant in the event of an accident.

(1) Siting of equipment requiring cooling water close to rivers, estuaries, etc.

(m) Location of plant waste and water drainage systems (separate or combined?)

and treatment tanks.

(n) Adopting a plant layout that will act to contain any fires or explosions.

(o) Spacing between items of equipment (insurance companies specializing in the

insurance of chemical plants have specific recommendations for the distances

required between particular items of equipment).

The layout of plant equipment should aim to minimize:

(i) damage to persons and property due to fire or explosion;

(ii) Maintenance costs;

(iii) Number of plant personnel;

Page 38: DESIGN PROJECT 2013

38

(iv) Operating costs; construction costs;

(v) Cost of plant expansion or modifications.

Some of these aims are conflicting, e.g. (i) and (iv), and compromises are usually

required when considering the plant layout to ensure that safety and economic

operation are both preserved. The final plant layout will depend upon the

measures for energy conservation within the plant and any subsequent

modifications, and the associated piping arrangements.

The process units and ancillary buildings are laid out in such a way to give the

most economical flow of materials and personnel around the site. Hazardous

processes are located a safe distance from other buildings. Consideration for

future expansion is also put in place. The ancillary buildings and service required

on the site include:

Administrative block

Laboratory

Storage for both raw materials and products

Maintenance workshop

Utilities (generator, steam boiler, transformer station)

Store for maintenance and operation supplies

Other amenities like car park, restaurant and clinic.

Page 39: DESIGN PROJECT 2013

39

Fig 1.1 Expected plant layout.

2.9.6 PROCESS ROUTES FOR THE PRODUCTION OF NITRIC ACID

CHILE SALTPETRE/NITRATE PROCESS

Chile saltpetre is material which contains sodium nitrate NaNO3 with percentage

around 35-60%, and remaining percentage compounds with KNO3 and NaCl. This

raw material Chile saltpetre is concentrated by crystallization in pre-treatment of

ore to attain 95% NaNO3 and remaining KNO3 as feed raw material. (Kent 1983)

Sulphuric acid with 93% is mixed with the refined Chile saltpetre as per the ratio

required as per stoichiometry and sent into a retort which is made with cast iron

and the mixture is heated to 200oC with help of furnace flue gasses and coal fire.

Page 40: DESIGN PROJECT 2013

40

Thus at this temperature, the following reaction is carried forward to produce

HNO3, nitric acid vapors.

NaNO3 + H2SO4 → NaHSO4 + HNO3

All hot vapors of nitric acid are sent to cool down in water circulated cooled silica

pipes, condensed HNO3 are collected in receiver which has material resistance to

nitric acid. Uncondensed gas which escapes from the collector is scrubbed with

cooled water in packed bed tower to collect nitric acid in dilute format. Liquid

sodium bi-sulphate is collected from the bottom outlet of the retort.

Advantage: it was one of the first methods used in the manufacture of nitric acid.

Disadvantage: source of raw material can be exhausted.

Fig 1.2: Manufacture of nitric acid from Chile Saltpetre.

Page 41: DESIGN PROJECT 2013

41

BIRKELAND-EYDE PROCESS/ARC PROCESS

This process is based upon the oxidation of atmospheric nitrogen by atmospheric

oxygen to nitric oxide at very high temperature. An electric arc is used to provide

the high temperatures, and yields of up to 4% nitric oxide were obtained. ( Ohrue

1999)

N2 + O2 →2NO

The nitric oxide was cooled and oxidized by the remaining atmospheric oxygen to

nitrogen dioxide

2 NO + O2 →2NO2

This nitrogen dioxide is then dissolved in water to give dilute nitric acid.

3 NO2 + H2O → 2HNO3 + NO

Advantage: unlimited source of raw material (air)

Disadvantage: The process is very energy intensive and is only feasible when

electricity is available and cheap.

WINSCONSIN PROCESS/NITROGEN FIXATION PROCESS

Atmospheric oxygen and nitrogen are combined in a high temperature

regenerative furnace operating at about 2000oC. Nitric oxide is formed with a

yield of nearly 2%.

Advantage: it does not use electricity to provide the high temperature and

therefore does not have the disadvantage of the Birkeland-Eyed process.

Page 42: DESIGN PROJECT 2013

42

Disadvantage: cannot compete favorably with the Ostwald process.

Another method of production of nitric acid via nitrogen fixation is the nuclear

nitrogen fixation route. This method directly combines oxygen and nitrogen.

Yields of nitrogen oxide of 5-15% have been reported by exposing air at 150 and

400oF to radiation from Uranium 235.

Advantage: gives a greater yield of nitrogen oxide than the Winsconsin process

Disadvantage: with this method comes all the disadvantages of nuclear reaction

(problem of managing the radiation which is harmful to living things)

OSTWALD PROCESS

In this process, anhydrous ammonia is oxidized to nitric oxide, in the presence of

platinum or rhodium gauge catalyst at high temperature of about 500K and a

pressure of 9bar. (Ray et al 1989)

4 NH3 (g) + 5 O2 (g) → 4 NO (g) + 6 H2O (g) (∆H= -905.2KJ)

Nitric acid is then reacted with oxygen in air to form nitrogen dioxide.

2 NO (g) + O2 (g) → 2NO2 (g) (∆H= -114KJ/mol)

This is subsequently absorbed in water to form nitric acid and nitric oxide

3 NO2 (g) + H2O (l) → 2 HNO3 (aq) + NO (g) (∆H= -117KJ/mol)

The nitric oxide is cycled back for re-oxidation. Alternately, if the last step is

carried out in air:

4 NO2 (g) + O2 (g) + 2H2O (l) → 4HNO3 (aq)

Page 43: DESIGN PROJECT 2013

43

The aqueous HNO3 obtained can be concentrated by distillation up to about 68%

by mass.

There are 2 basic types of systems used to produce weak nitric acid:

Both processes follow the basic Ostwald process for the catalytic oxidation of

ammonia. In summary, this involves an oxidation stage whereby ammonia is

reacted with air in a catalytic converter at temperatures in the range of 850-

950°C. Reaction gases pass through a series of energy recovery stages before

entering an absorption column. The bottoms from the column are bleached of

dissolved nitrogen peroxide using air, and the resulting solution is the weak nitric

acid product (Roudier et al 1979).

The major difference between the two processes lies in the initial conversion

stage. The dual-pressure process employs a conversion stage operating in the

range l00-350kPa, and a reactor temperature of about 865°C. The single-pressure

process however operates the converter at 800-1100 kPa, with a reactor

temperature closer to 940°C. ( Harvin et al 1979)

1. Single-stage pressure process: in this case, the plant is operated at a single

pressure throughout.

Page 44: DESIGN PROJECT 2013

44

Fig 1.3. Process flow diagram for single-stage pressure process.

Advantage:

Less expensive as less equipment’s are used.

The single-pressure process uses a higher ammonia conversion pressure.

This higher pressure provides advantages in terms of equipment design,

e.g. smaller converter dimensions and a single heat-exchanger-train layout.

( Leray et al 1979)

Page 45: DESIGN PROJECT 2013

45

The higher temperature and the favorable pressure both increase the

energy recovery from the process.

Limited space availability may favor the single-pressure process

Disadvantage:

Less efficient as the overall process is favored by varying pressure.

Experimental work indicates that the rate loss of catalyst (without a catalyst

recovery system) is approximately three times more rapid at 973°C than at

866°C. This means that more catalyst is lost in the single-stage pressure

process ( Harvin et al 1979).

Absorber efficiency is reduced prompting the need for larger absorber

thereby increasing cost.

2. Dual-stage pressure process: here, the plant is operated at different

pressures and different stages.

Advantages:

The first reaction (catalytic conversion of anhydrous ammonia to nitric

oxide) is favored by lower pressure while the remaining reactions are

favored by higher pressures. This variation in pressure is achieved in dual-

stage pressure process. (Harvin et al 1979)

Capacities of 1130-1360 tonnes per day favor the dual-pressure process,

because of the possibility of absorption up to 1550 KPa.

Less catalyst is lost because of lower operating temperature

Page 46: DESIGN PROJECT 2013

46

Fig 1.4. Process flow diagram for dual-stage pressure process.

Page 47: DESIGN PROJECT 2013

47

The process selected for this design of nitric acid is single-stage pressure Ostwald

process because of its above mentioned advantages.

Fig1.5: Selected Process flow diagram for Nitric acid plant.

Page 48: DESIGN PROJECT 2013

48

CHAPTER THREE

MATERIAL BALANCE

Material balance is one of the most important components of a process design.

Overall raw material of the entire process determines the qualities of raw

materials required and the products produced in the process.

Balance over individual process units determines the process stream flows and

their compositions and also the sizes of the various process equipment used in

the process.

Material balance on the plant used in the production of 400000 tonnes of Nitric

acid per year.

Mass flow rate = 400000 x 1000 kgyear = 50000

kghr

3.1 CONSERVATION OF MASS

For a steady state process, the accumulation term will be zero; but if a chemical

reaction takes place, particular chemical specie may be formed or consumed in

the process. When there is chemical reaction, the material balance equation is

given as,

Input + Generation = Output + Consumption

If there is no chemical reaction, the steady state balance reduces to;

Input = Output

Page 49: DESIGN PROJECT 2013

49

A balance equation can be written for any identifiable specie present, elements or

compound; and for the total material.

3.2 METHODS OF MATERIAL BALANCE

There are two basic methods of material balance and they are;

(a) Algebraic Method

The algebraic method of material balancing is one of the simplest and most

common methods applied in balancing the materials that flow through a system.

It involves the systematic and sequential technique in indentifying some variable

sets which are related by some sets of linear or non-linear equations whose

solution depends on the resulting degree of freedom for the system. This degree

of freedom provides us with the limit of freedom for which we can set values for

some of the variable which is referred to as the design variables. A choice of

values for the design variables result in a corresponding value for the remaining

variables. The solutions to the equation set are obtained by the various method of

solution for simultaneous equations, most appreciably the methods of

substitution and elimination. The algebraic method is most efficient for simple

system but it may be inappropriate for complex systems involving large number

of units. The split fraction and method is recommended for such systems.

(b). Split Fraction Method

This method is based on the theory of recycle processes published by Magier

(1964). The method is based on the realization that the basic function of most

chemical processing units (Unit Operation) is to divide the inlet flow of a

Page 50: DESIGN PROJECT 2013

50

component between two or more outlet streams. This method is ideal in carrying

out material balancing of complex of multi-unit plants.

3.3 MATERIALS BALANCE ASSUMPTIONS

The following assumptions were made during the material balance calculations:

1. The system is operating at steady state i.e. there is no accumulation of any

sort in the system.

2. There is negligible amount of inert in the process air.

3. Reasonably high conversion in the reactors.

4. Effect of side reactions is minimal.

3.4 SUMMARY OF MATERIAL BALANCE CALCULATIONS

From the steady state material balance equation, the flow rates of each stream

are calculated as follows.

3.5 MATERIAL BALANCE FOR EACH UNIT

Basis: 1hr

THE COMPRESSOR

1a 1a

Stream 1 Stream 2

Stream 3

Page 51: DESIGN PROJECT 2013

51

Components Stream 1( kg/hr) Composition Stream 1a( kg/hr)

O2 49720. O2 49720.

N2 187080 N2 187080

Total 236750 Total 236750

THE MIXER

Stream 2 Stream 5

Stream 4

Components Stream 2(Kg/hr) Stream 4 (Kg/hr) Stream 5(Kg/hr)

Page 52: DESIGN PROJECT 2013

52

O2 42760 - 42760

N2 160860 - 16086

NH3 - 13500 13500

H2O - 65 65

Total 203620 13565 217185

TOTAL 217185 217185

THE COVERTER

Stream 5 Stream 7

Stream 6

Page 53: DESIGN PROJECT 2013

53

Composition Stream 5 Stream 6 Stream 7

O2 42760 - 11660

N2 160860 - 160860

NH3 13500 270 -

H2O 65 21060 -

NO - - 23320

HNO3 - - -

NO2 - - -

Total 217185 21330 195840

TOTAL 217185 217170

OXIDISATION VESSEL

Stream 7 Stream 8

Component Stream 7

(Kg/hr)

Stream 8

(Kg/hr)

O2 11660 -

N2 160860 160860

NH3 - -

H2O - -

NO 23320 1460

Page 54: DESIGN PROJECT 2013

54

HNO3 - -

NO2 - 33530

Total 195840 195850

ABSORBER Stream 6 + Make -up water

Stream 9

Stream 8

Component Stream 6 +

make-up water

Stream 8

(Kg/hr)

Stream 9

(Kg/hr)

Page 55: DESIGN PROJECT 2013

55

(Kg/hr)

O2 - - -

N2 - 160860 160860

NH3 270 - 270

H2O 28120 - 23830

NO - 1460 8600

HNO3 - 30000

NO2 - 33530 672

Total 28390 195850 224232

TOTAL 224240 224232

STRIPPER Stream 10

Stream 9

Stream 3 Stream 11

Component Stream 9 Stream 3 Stream 10 Stream 11

Page 56: DESIGN PROJECT 2013

56

(Kg/hr) (Kg/hr) (Kg/hr) (Kg/hr)

O2 - 6960 4030 30000

N2 160860 26170 160860 -

NH3 270 - - -

H2O 23830 - 4260 20000

NO 8600 - 580 -

HNO3 30000 - - -

NO2 672 - 7260 -

Total 224232 33130 176990 50000

TOTAL 257362 226990

COMBUSTION CHAMBER

Stream 13

Stream 10

Stream 12

Component Stream 10

(Kg/hr)

Stream 12 Stream 13

(Kg/hr)

O2 4030 37370 2440

N2 160860 140580 301440

NH3 - - -

Page 57: DESIGN PROJECT 2013

57

H2 - - 330

H2O 4260 - 26710

NO 580 - 410

HNO3 - - -

NO2 7260 - 7520

CH4 - - 860

C2H6 - - 50

CO2 - - 24480

Total 176990 177950 364240

TOTAL 354940 364240

PURIFICATION REACTOR

Stream 13 Stream 14

Component Stream 13 Stream 14

Page 58: DESIGN PROJECT 2013

58

(Kg/hr) (Kg/hr)

O2 2440 2670

N2 301440 303790

NH3 - -

H2 330 170

H2O 26710 30230

NO 410 20

HNO3 - -

NO2 7520 380

CH4 860 -

C2H6 50 -

CO2 24480 27000

Total 364240 364260

Table 3.1: Summary of Material balance on each stream.

STREAMSCOMPONENT FLOW RATE (Kg/hr)

TOTALO2 N2 NH3 H2O NO HNO3 NO2 CH4 C2H6 CO2

1 49720 187080 - - - - - - - - 2367501a 49720 187080 - - - - - - - - 2367502 442760 160860 - - - - - - - - 2036203 6960 26170 - - - - - - - - 331304 - - 13500 65 - - - - - - 13565

Page 59: DESIGN PROJECT 2013

59

5 42760 160860 13500 65 - - 217180

6 - - 27021060

- - - - - - 21330

7 11660 160860 - - 23320 - - - - - 1958408 - 160860 - - 1460 - 33530 - - - 195850

9 - 160860 27023830

860030000

670 - - - 224232

10 4030 160860 4260 580 - 7260 - - - 176990

11 - 30000 -20000

- - - - - - 50000

12 37370 140580 - - - - - - - - 177950

13 2440 301440 -26710

410 - 7520 860 5024480

364240

14 2670 303790 -30230

20 - 380 - -27000

364260

Table 3.2: Process matrix of the Nitric acid production process

EQUIPMENT ASSOCIATE STREAMSNUMBER NAME1 COMPRESSOR 1, -1a2 SPLITTER 1a, -2, -33 MIXER 2,4, -54 CONVERTER 5, -6, -75 OXIDISATION UNIT 7, -86 ABSORBER 6, 8, -97 STRIPPER 3, 9, -10, -118 COMBUSTION CHAMBER 10, 12, -139 PURIFICATION REACTOR 13, -14

CHAPTER FOUR

ENERGY BALANCE

Page 60: DESIGN PROJECT 2013

60

The Energy balance gives the account of all the energy requirement of the process

which is based on the principle of conservation of energy. The principle states

that energy can either be create nor destroyed but can be transformed from one

form to another. Also energy can be transferred from one body to another.

If a plant uses more energy than its competitor, its product could be priced out of

the market. Accountability of the energy utilization of a process plant is

necessary in every design project.

The conservation of energy however differs from the mass in that energy can be

generated (or consumed) in a chemical process. Material can change form; new

molecular specie can be formed in a process unit and must be equal to the one

out at steady state. The same is not true for energy. The total enthalpy of the

outlet stream will not be equal to that of the inlet stream if energy is generated or

consumed in the processes, such as that due to heat of reaction.

Energy can exist in various forms: head, mechanical, electrical energy, and it is the

total energy that is conserved. In plant operation, an energy balance on the plant

will show the patterns of energy usage and suggest area for conservation and

saving.

4.1 CONSERVATION OF ENERGY

As for materials balance, a general equation can be written for energy balance;

Page 61: DESIGN PROJECT 2013

W Q

Z1

Z2

61

Energy out – Energy in + Generation – Consumption = Accumulation

This is a statement of the first law of thermodynamics. An energy balance can be

written for any process step. Chemical reactions will evolve energy (exothermic)

or consume energy (endothermic). For steady state processes, the accumulation

of both mass and energy will be zero (0).

Energy exists in many forms; the basic forms are listed below:

Potential Energy: This is due to position or height due to motion

Internal Energy: This is the energy associated with molecules and is dependent on

temperature.

Work: This is achieved when a force gets through a distance. Work done on a

system is positive while work done by a system is negative

Kinetic Energy: This is the energy due to motion.

For unit mass of material

U 1+P1V 1+U 12

g+Z1g+Q=U 2+P2V 2+

U 22

g+Z2g+W

Where, Q = Heat transferred across the system boundary

Page 62: DESIGN PROJECT 2013

62

W = Work done by the system

P1P2 = Pressure in Pressure Out

V1V2 = Volume in, Volume out

U1U2 = Velocity in, Velocity out

Z1Z2 = Height in, Height out

g = Acceleration due to gravity (9.81m/s2)

In chemical processes the kinetic energy factor (U 2

g ) and the Potential energy

factor (zg) are small and negligible and the relation between U and PV is

correlated in terms of enthalpy (H)

H = U + PV

H2 – H1 = Q – w

Also, the work term can be negligible in many chemical engineering systems.

Hence,

H2 - H1 = Q

4.2 ENERGY BALANCE ASSUMPTIONS

1. The process is at steady state

Page 63: DESIGN PROJECT 2013

63

2. No heat is lost from the vessel and from the pipe i.e. there is proper

lagging.

3. Effect of pressure on enthalpy is ignored .

4. Potential and kinetic energy changes are negligible.

4.3 SUMMARY OF ENERGY BALANCE

THE COMPRESSOR

Tin= 20°C Tout=155°C

TABLE 4.1: HEAT BALANCE AROUND COMPRESSOR.

Component nin (Kg/hr) Hin (KJ/Kg) nout (KG/hr) Hout (KJ/Kg)N2 187030 0 187030 140.4O2 49720 87.56 49720 87.56

PROPERTIES QUANTITY/VALUEInlet Temperature( °C ) 20Outlet Temperature( °C ) 155 Heat duty( KJ/hr ) 26259012 Power and Actual Shaft work, repectively.(KJ/hr and KJ)

399515.49 and 475613.68

TABLE 4.2 HEAT BALANCE ABOUT THE AIR HEATER

For air component that passes through the air heater

Component nin (Kg/hr) Hin (KJ/Kg) nout (KG/hr) Hout (KJ/Kg)

Page 64: DESIGN PROJECT 2013

64

N2 187030 0 187030 80.79O2 49720 152.49 49720 152.49Inlet Temperature (oC) 155Outlet Temperature (oC) 200Heat Duty( KJ/hr ) 15107946.75

For nitrous gases recycled back to the air heater

PROPERTIES QUANTITY/VALUEInlet Temperature( °C ) 350Outlet Temperature( °C ) 200

Component nin (Kg/hr) Hin (KJ/Kg) nout (KG/hr) Hout (KJ/Kg) N2 160860 -161.10 16080 -161.10 NO 1460 0 1460 -155.11 NO2 33530 -196.5 3350 -196.5Heat Duty( KJ/hr ) -226460.6

TABLE 4.3 HEAT BALANCE AROUND THE CONVETER

Component nin (Kg/hr) Hin (KJ/Kg) nout (KG/hr) Hout (KJ/Kg)NH3 13500 0 270 1902.99O2 42760 612.58 11660 612.58NO2 - - 23320 610.38N2 160860 693.63 160860 693.63H2O 65 1309.44 21060 1309.44Heat Duty( KJ/hr ) 20579273.83 KJ/hr

TABLE 4.4 HEAT BALANCE AROUND THE WASTE HEAT BOILER (Unit 9)

Component nin (Kg/hr) Hin (KJ/Kg) nout (KG/hr) Hout (KJ/Kg) O2 11660 -669.8 11660 -669.8 N2 160860 -719.25 160860 -719.25

Page 65: DESIGN PROJECT 2013

65

NO 23320 0 23320 -685.09PROPERTIES QUANTITY/VALUEInlet Temperature( °C ) 890Outlet Temperature( °C ) 250Heat Duty( KJ/hr ) -15976252Outlet Temperature of Steam (°C ) 410

TABLE 4.5 HEAT BALANCE AROUND THE OXIDIZING VESSEL

Component nin (Kg/hr) Hin (KJ/Kg) nout (KG/hr) Hout (KJ/Kg) O2 11660 100.27 - -N2 160860 107.80 160860 107.80NO 23320 0 1460 103.96NO2 - - 33530 131.00

PROPERTIES QUANTITY/VALUEInlet Temperature( °C ) 250Outlet Temperature( °C ) 350Heat Duty( KJ/hr ) 1240891.54

TABLE 4.6 HEAT BALANCE AROUND THE STACK GAS HEATER

Component nin (Kg/hr) Hin (KJ/Kg) nout (KG/hr) Hout (KJ/Kg) N2 160860 -52.909 160860 -52.909 NO 1460 0 1460 -719.25 NO2 33530 -65.50 33530 -65.50PROPERTIES QUANTITY/VALUE

Inlet Temperature( °C ) 150Outlet Temperature( °C ) 50Heat Duty( KJ/hr ) -149781.4Heat Duty of Steam( KJ/hr ) -74322.76 Temperature of Steam (°C ) 118.48

Page 66: DESIGN PROJECT 2013

66

TABLE 4.7 HEAT BALANCE AROUND THE ABSORPTION COLUMN

Component nin (Kg/hr) Hin (KJ/Kg) nout (KG/hr) Hout (KJ/Kg)NH3 270 0 270 576.48H2O 28120 117597.84 23830 99657.0N2 160860 167616.12 160860 167616.12NO 1460 1437.66 8600 8586.24HNO3 - - 30000 51600.0NO2 33530 43924.39 670 880.32

PROPERTIES QUANTITY/VALUEInlet Temperature( °C ) 50 Outlet Temperature( °C ) 54 Heat Duty( KJ/hr ) -53280.03

Page 67: DESIGN PROJECT 2013

67

HEAT BALANCE AROUND THE AMMONIA VAPORIZER, SUPERHEATER AND STRIPPER.

AMMONIA VAPORIZER

Heat Duty = 14978 KJ/hr

Outlet Temperature = -28.20 °C

THE AMMONIA SUPPERHEATER

Heat Duty = -1596252 KJ/hr

Outlet Temperature = 26.65 °C

THE STRIPPER

Heat Duty = -25873200 KJ/hr

Inlet Temperature = 250 °C

Outlet Temperature = 120°C

Page 68: DESIGN PROJECT 2013

68

CHAPTER FIVE

CHEMICAL ENGINEERING DESIGN

The equipment used in chemical process industries can be divided into two

classes: proprietary equipment such as pumps, centrifuge, etc which are designed

and manufactured by specialist firms; non-proprietary equipment which includes

the reactor, heat exchanger, evaporators, still, condensers and bleaching vessels.

The proprietary equipment will only be selected and specified while the non-

proprietary equipment will be designed as special, one-off, items for the

particular processes and purposes they are expected to serve.

The chemical Engineer’s part in the design of “non-proprietary” equipment is

usually limited to “selecting” and “sizing” the equipment. Same will be done in

this design work.

5.1 PROCESS UNITS OF NITRIC ACID PRODUCTION PLANT

The nitric acid process plant comprises:

1. Ion- Exchange Unit

This unit consists of series of packed beds containing various organic polymer

resins for the removal of unwanted divalent and monovalent ions. Used for the

generation of de-ionized water.

2. De-ionized water Cooler

Consist of finned fan-type cooler for cooling the circulating de-ionized water.

Page 69: DESIGN PROJECT 2013

69

3. Air Compressor

Here air is compressed in two stages. The first-stage compression is a low-

pressure compression from atmospheric pressure up to 310 kPa. An axial

compressor is used which takes its shaft drive from a gas turbine. The second

compression utilizes a centrifugal-type compressor. The centrifugal compressor is

more efficient for the air flow-rate (36 000 kg/h) and outlet pressure (1090 kPa).

The centrifugal compressor takes its shaft drive from the expansion of tail gas.

Intermediate to the two compression stages is an intercooler which allows the air

temperature to be lowered from 180°C to 45°C, with a pressure loss of 10 kPa.

The temperature drop enables a more efficient second compression stage.

4. Ammonia Vaporizer

This unit consists of a shell and tube-type heat exchanger with two passes per

shell on the tube side. Operating pressure is 1240 kPa. The exchanger is made

from mild steel.

5. Ammonia Super-heater

It consists of a shell and tube-type heat exchanger of similar mechanical

construction to the ammonia vaporizer. It is constructed from mild steel.

6. Reactor

The reactor is a pressure vessel operating in the range 1050 kPa to 1100 kPa. The

bottom section of the reactor is jacketed. Air is preheated in this jacket prior to

mixing with ammonia. The bottom section of the reactor also contains a shell and

tube-type heat exchanger. This exchanger provides the final stage of tail-gas

Page 70: DESIGN PROJECT 2013

70

preheating. Tail gas enters at 235°C and the reaction gases leave the exchanger

section of the reactor at 645°C.

7. Steam Super-heater

This unit superheats saturated steam from 250°C (and 4000kPa) to 380°C. The

product steam is of medium pressure and suitable quality for ‘in-house’

application and also for export. The super-heater cools the reaction gases from

the reactor exit temperature of 645°C to 595°C.

8. Waste-heat Boiler

A shell and tube-type exchanger required to heat pressurized (4000 kPa) hot

water from 117°C to a saturated vapour at 250°C. The waste-heat boiler cools

reaction gases from 595°C to 280°C.

9. Tail-gas Pre-heater

Also comprises of shell and tube-type exchanger. It takes reaction gases leaving

the platinum filter at about 315°C and 1020 kPa, and subsequently reduces their

temperature to 185°C. The cooling medium is tail gas. It enters at about 50°C and

leaves the tail-gas pre-heater at 235°C.

10. Cooler/Condenser

This unit condenses weak nitric acid from the gaseous mixture and cools the

remaining gases from an inlet temperature of 185°C to 60°C. The shell and tube-

type heat exchanger uses de-ionized water as its cooling medium.

Page 71: DESIGN PROJECT 2013

71

11. Oxidation Unit

The oxidation unit is an empty pressure vessel that takes input reaction gases and

blends in additional air from the bleaching column. The extra oxygen provided

enables further oxidation to occur and raises the gas mixture temperature to

140°C. At the top of the oxidation unit is a mist eliminator to prevent carry-over of

acid vapor by entrainment. At the bottom of the vessel is the weak-acid drain.

12. Secondary Cooler

The secondary cooler takes the exit gases from the oxidation unit at 140°C and

cools them down to 65°C, a suitable temperature for entry into the absorption

column. The cooling medium is circulating warm water from the warm-water

loop. The inlet temperature is 50°C and the exit temperature is about 80°C.

13. Absorber

The absorber is usually a sieve tray-type column. It has an operating pressure

around 990 kPa. A bursting disc is used for pressure relief. Each tray is provided

with cooling coils to allow the cooling of the absorption liquor. There are two

independent cooling circuits, each uses de-ionized water. The top section has an

inlet temperature of 7°C and an outlet temperature of 20°C. The bottom section

cooling loop has an inlet temperature of 20°C and an exit of 40°C. The use of two

cooling circuits provides greater flexibility in manipulating absorption conditions

in the column. The tail gas leaves the column at about 10°C. Weak acid from the

cooler/condenser is added to an appropriate tray midway up the column, and

make-up water at 7°C is added to the top tray. The acid drained from the bottom

of the column contains some dissolved nitrogen oxides.

Page 72: DESIGN PROJECT 2013

72

14. Stripping Column

The bleaching column is a smaller sieve tray-type column. Impure acid runs down

the column from the top tray and air is bubbled up through the liquor to remove

dissolved nitrogen oxides. The acid from the base of the column is the final

desired 60% (wt.) product.

15. Storage Tank

Stores the supply of nitric acid produced from the process plant.

Page 73: DESIGN PROJECT 2013

73

CHAPTER SIX

EQUIPMENT DESIGN

The need to design process equipment may arise as a result of the desire to:

i. Modify an existing process equipment or

ii. Develop new equipment.

Modification of existing equipment may be required as a result of poor

performance or the need of scale up (or down). For example, increased market

success of a product may lead to increased production. It may be more

economical to increase the capacity of the existing equipment rather than add

another line of equipment. This is usually the case when operational cost costs

(man power, energy etc.) are high.

New equipment, on the other hand may be desired as a result of successful

laboratory research and pilot plant studies or as a result of satisfactory process

simulation using the computer.

In either situation (new or existing equipment), the actual design commences

with the assessment of the characteristics of the feed materials, the products and

the physical and chemical processes required to convert the raw material to

products. The overall satisfactory performance and reliability of the equipment

would depend on the following factors.

I. Optimum processing conditions

II. Appropriate materials of construction

III. Strength and rigidity of components

Page 74: DESIGN PROJECT 2013

74

IV. Satisfactory performance of mechanical part

V. Reliable methods of fabrication

VI. Ease of maintenance and repairs

VII. Ease of operation and control.

VIII. Safety requirements

IX. Environmental impact

The typical process equipment design procedure will involve:

1. Specifying the problem

2. Analyzing the probably solution

3. Preliminary design, applying chemical engineering process, principles and

theories of mechanics relevant to the problem.

4. Selecting appropriate materials of construction.

5. Evaluating and optimizing the design, the possible application of computer

aided design (CAD) system like HYSIS, Aspen Plus etc

6. Preparing the drawings and specifications

6.1. PROBLEM SPECIFICATION

The specification of the problem is the key stone in the quest to design an

equipment to meet the needs of the customer. Specification of a problem may

include:

1. The quantity of material to be processed in a given time such as the

proposed capacity of the equipment.

2. The physical and chemical properties of the product.

Page 75: DESIGN PROJECT 2013

75

Constraints such as:

a. Availability and cost of materials of construction

b. Availability and cost energy, water, oil etc.

c. Budget for production

d. Availability and cost of manpower with relevant skill for fabrication

e. Space to be occupied by the equipment

f. Environmental issues

g. Safety issues

h. Number of working days in the year

i. Ergonomics

6.2. ANALYZING THE PROBLEM SOLUTION

A thorough analysis will reduce the list for example if the equipment is to be used

for small scale processing. All the constraint listed above will need to be

considered.

6.3. PRELIMINARY DESIGN: APPLYING CHEMICAL ENGINEERING

PROCESS PRINCIPLE AND THEORIES OF MECHANICS.

Probably the most important expression in the design of process equipment is

that of mass and energy balance which may be expressed in general term as;

Input + generation – output – consumption = accumulation

This expression is found in various forms in thermodynamics, fluid mechanics,

transport phenomena, heat transfer, separation process and other subject areas.

Page 76: DESIGN PROJECT 2013

76

It is simply an expression of indestructibility of matter and energy. This expression

applies to all raw materials, intermediate and product.

6.4 MATERIAL SELECTION

Materials are critical in the design of process equipment. Materials must be

selected to take care of possible corrosion problems. Materials of construction

should also possess adequate mechanical properties to withstand tensile,

compressive, shear and impact stresses.

Stainless steel of various grades finds wide application in process equipment

design especially for parts in contact with raw materials and product. Glass,

plastic and rubber lined vessels are also used are also used when materials tend

to react with steel. Steel of various carbon contents are used for compounds such

as shaft, springs and gears and for support structure.

6.5 DESIGN OPTIMIZATION

The calculation process in the design of equipment may require simple arithmetic,

algebraic, differential calculus or integral calculus. In many cases an exact solution

may not be feasible thus necessitating the use of various approximation

techniques such as graphical or numerical methods.

In many cases also, only some parts of the equipment are designed on the basis of

analytical calculations. Practical conditions are used to determine the

specifications of the remaining part. It is thus not unusual to have several feasible

solutions. There is thus the need to select the best solution. The ultimate goal is

to minimize cost or maximize profit.

Page 77: DESIGN PROJECT 2013

77

In chemical process industries, equipment used are classified into two;

Proprietary equipment such as pumps, centrifuges which are designed and

manufactured by a specialist firm.

Non- proprietary equipment such as reactors, heat exchangers, condenser,

bleaching vessels etc are designed as specially requested.

6.6 SUMMARY OF THE DESIGN AND SPECIFICATION OF EQUIPMENT

CALCULATION.

In designing and specifying of equipment for chemical industries, the variables

/parameters involved namely; pressure, temperature, density, volume, area,

diameter, height, heat duties, heat capacities etc must be carefully calculated.

This gives the designer exact data for fabrication and manufacturing. For the

production of Nitric Acid; the following equipment are designed and specified;

Nitric Acid storage tank, Ammonia storage tank, Absorber, Converter, Oxidation

vessel, heat exchangers.

FOR REACTORS

The operating intensity is given for the reactors=11296.324kg/m2/24hrs

=11296.324kg/m2/day

Equipment Mass of reactant (kg/h)

Area(m2) Diameter(m)

Converter 13500 28.68 6.04Oxidation Vessel 23320 49.55 7.94Absorber 33530 71.24 9.52

The stripper column has 10 plates

Page 78: DESIGN PROJECT 2013

78

FOR STORAGE TANKS

Equipment Type Nitric Acid storage tankShape Cylindrical Nature InsulatedMaterial of Construction Stainless SteelCapacity 50000000kg/hrVolume(m3) 23.8Diameter(m) 4.6Height(m) 13.9

Equipment Type Ammonia Storage tank Shape Cylindrical Nature Insulated

Material of Construction Stainless Steel Capacity 13565kg/hrVolume(m3) 66.8Diameter(m) 6.5 Height (m) 19.6

FOR HEAT EXCHANGERS

Using the formulae; Q=AUDTm

A= Q/UdTm

Where

Q= Heat Duty of the heat exchanger(KW)

A= area(m2)

U= Overall Heat Transfer Coefficient(KW/m2)( This is assumed for all)

Page 79: DESIGN PROJECT 2013

79

DTm=Log Mean Temperature Difference(Celsius)

Using a countercurrent flow; DTM= DT1−¿DT2/ ln(DT1 /DT2)

DT1 = Thin-TcoutDT2 = Thout –TCinEquipment Q (KJ/hr) Thin Thout TCout TcoutWaste Heat Boiler (1) 15976252 890 250 30 410Air Heater 350 200 150 250

Stack Gas Heater

74323 200 150 30 118.5

Waste Heat Boiler(2)

149781.4 208 50 150 32

NH3 Super Heater

4437.85 410 330 26.6 28.2

NH3 Vaporizer

149781.4 208 167.2 28.2 33.4

Table 6.1: Table showing the heat transfer area of some equipment

Equipment Q(KW/S) Area(M2)Stack Gas Heater 20.65 2Waste Heat Boiler(1) 4437.85 130.5Waste Heat Boiler(2) 41.61 11.83NH3 Super Heater 4437.85 127.6NH3 Vaporizer 41.61 1.87Air Heater 4133.7 588.7

Page 80: DESIGN PROJECT 2013

80

CHAPTER SEVEN

PROCESS CONTROL AND INSTRUMENTATION

Instruments are provided to monitor the key process variables during plant

operation. They may be incorporated in automatic control loops, or used for the

manual monitoring of the process operation. They may also be part of an

automatic computer data logging system. Instruments monitoring critical process

variables will be fitted with automatic alarms to alert the operators to critical and

hazardous situations.

It is desirable that the process variable to be monitored be measured directly;

often, however, this is impractical and some dependent variable, that is easier to

measure, is monitored in its place.

7.1 OBJECTIVES

The primary objectives of the designer when specifying instrumentation and

control schemes are:

1. Safe plant operation:

(a) To keep the process variables within known safe operating limits.

(b) To detect dangerous situations as they develop and to provide alarms and

automatic shut-down systems.

(c) To provide interlocks and alarms to prevent dangerous operating procedures.

2. Production rate: To achieve the design product output.

3. Product quality: To maintain the product composition within the specified

quality standards.

4. Cost: To operate at the lowest production cost, commensurate with the other

objectives.

Page 81: DESIGN PROJECT 2013

81

These are not separate objectives and must be considered together. The order in

which they are listed is not meant to imply the precedence of any objective over

another, other than that of putting safety first. Product quality, production rate

and the cost of production will be dependent on sales requirements. For example,

it may be a better strategy to produce a better-quality product at a higher cost.

In a typical chemical processing plant these objectives are achieved by a

combination of automatic control, manual monitoring and laboratory analysis.

7.2 PLANT CONTROL CONFIGURATION

The plant will be designed for manned operation and will be linked to the

adjacent fertilizer manufacturing plant. Certain configurations will be put in place

to monitor some key parameters of the plant.

The acid plant process control will be embedded in the plant DCS. The

instruments of the individual process units will be terminated in junction boxes

located at the unit’s skid limits. From here these instruments will be connected to

instrument cabinets in the auxiliary room and integrated in the PAS.

The plant safety instrument system (SIS) will be independent of the PAS. There

will be a link between the PAS and the SIS for data monitoring/logging and

maintenance/operational override control purposes. Fire and gas monitoring will

also be a dedicated module integrated in the safeguarding system.

The process control schemes of some vital units are discussed as follows:

Absorption column

The process control scheme for the absorption column is presented in fig It was

designed from the recommendations presented in the HAZOP analysis.

Page 82: DESIGN PROJECT 2013

82

It features ratio control on the make-up water stream. The signals from flow

transmitters on this line and on the gas input line are fed to the ratio controller,

whereby the make-up water stream is adjusted.

Other control features include a pressure controller on the tail-gas outlet stream

so that the column absorption pressure can be maintained at the design

operating value of 950 kPa. A temperature transmitter on the tail-gas outlet

stream provides the signal for control of the overall cooling-water flow rate. This

is the temperature which is most useful in determining good absorption. The

cooling circuit itself is fed from a common line (on which the overall flow rate is

controlled). Small block valves on each of the tray cooling-coil feed lines enable

flow rate regulation to each of the coils. These valves feature a removable top

whereby a magnetic flow meter may be inserted to read the flow rate. The valves

need only be set initially and then periodically adjusted manually.

There is no automatic control on the flow rate of the gas inlet stream or weak-

acid condensate stream, since both of these flows are predetermined by feed

flow rates earlier in the process. Isolation valves and provision for spectacle blinds

are included to enable the column to be isolated during shutdown periods.

The product-acid solution is withdrawn from the column using a level control

valve on this line. The liquid level in the base of the column must be maintained

slightly above the level of the plate downcomer to prevent incoming gas from by-

passing the sieve plates.

All controllers suggested for the absorption column feature HIGH and LOW alarms

for good control.

The final safety requirement is a relief line with a relief valve protected by a

bursting disc.

Page 83: DESIGN PROJECT 2013

83

Air heater

The process control scheme suggested for the air heater is shown in Fig. This flow

scheme features a control valve on the compressed air inlet line. A temperature

controller taking its signal from the heater outlet line ensures the flow is

regulated to maintain the heater temperature of 250°C. Air pressure is controlled

prior to entry into the unit and is kept constant at 7.3 atm.

A pressure indicator on both inlet and outlet steam lines enables this parameter

to be adequately monitored.

The nitrogen oxide reaction gas stream cannot be directly controlled from the air

heater. Instead the flow rate, temperature and pressure are predetermined by

the reactor feed conditions.

Both inlet and outlet lines possess isolation valves for plant shutdown. These lines

would be blanked before any platinum recovery work was attempted on the

heater. Inlet and outlet lines also feature temperature indicators, consistent with

the policy of constant monitoring of this parameter throughout the process.

Ammonia Vaporiser and Superheater

Pressure indicator and controller will be installed to maintain ammonia vapor at

7.3 atm. Temperature indicator and controller is required to ensure that the

outlet temperature of 250°C is achieved in the superheater. The control scheme is

shown in the figure below.

Ammonia Converter

Temperature control system is needed within the converter to ensure that the

temperature in the converter does not drop below the reaction temperature of

890-900°C, to avoid loss of heat.

Page 84: DESIGN PROJECT 2013

84

7.3 ALARMS, SAFETY TRIPS AND INTERLOCKS

Alarm systems need to be installed in specific areas to alert operators of serious,

and potentially hazardous, deviations in process conditions. Key instruments are

fitted with switches and relays to operate audible and visual alarms on the control

panels and annunciator panels. Where delay or lack of response, by the operator

is likely to lead to the rapid development of a hazardous situation, the instrument

would be fitted with a trip system to take action automatically to avert the

hazard; such as shutting down pumps, closing valves, operating emergency

systems.

The basic components of an automatic trip system are:

1. A sensor to monitor the control variable and provide an output signal when a

preset value is exceeded (the instrument).

2. A link to transfer the signal to the actuator, usually consisting of a system of

pneumatic or electric relays.

3. An actuator to carry out the required action; close or open a valve, switch off a

motor.

The high-temperature alarm operates a solenoid valve, releasing the air on the

pneumatic activator, closing the valve on high temperature.

7.3.1 INTERLOCKS

Where it is necessary to follow a fixed sequence of operations for example, during

a plant start-up and shut-down, or in batch operations interlocks are included to

prevent operators departing from the required sequence. They may be

incorporated in the control system design, as pneumatic or electric relays, or may

be mechanical interlocks. Various proprietary special lock and key systems are

available.

Page 85: DESIGN PROJECT 2013

85

Table 7.1: Letter Code for Instruments Symbols

Property

measured

First letter Indicating only Controlling only

Flow – rate F FI FC

Level L LI LC

Pressure P PI PC

Temperature T TI TC

Humidity H HI HC

I - Indicator C - Controller

L - Level T - Temperature

F - Flow rate P - Pressure

H - Humidity

(Source: Sinnott, R.R 1999).

7.4 LINING, PIPING, VALVES AND PUMPS

In Fig.7.1, which is the piping and instrument diagrams, there are various

mechanical component introduced in the plant to obtain maximum efficiency

some of which includes, flanges, valves, piping lines, blinds, gaskets and so on.

7.4.1 VALVES

The valves used for chemical process plant can be divided into two broad classes,

depending on their primary function:

Shut-off valves (block valves), whose purpose is to close off the flow.

Control valves, both manual and automatic, used to regulate flow.

Page 86: DESIGN PROJECT 2013

86

The table below shows some of the valves used in the P and I diagram (figure 5),

their symbols, and functions.

Table 7.2: Types of Valves and Symbol Used In PID

NAME SYMBOL FUNCTIONS

Used to control flow in lines.

Fitted on sensitive lines and are either pneumatically or digitally controlled.

Fitted in lines of relatively high pressure or velocity

Used for control of gas or vapour flows

7.4.2 JOINTS

Control Valves

Automatic Valves

Check Valves

Butterfly Valves

Page 87: DESIGN PROJECT 2013

87

There are various joints used in fig 3.0 either as flow reducers, or to aid the

carrying property of pipe. And effective transport of fluids in the piping flow.

Below is a table of the various elbows and joints used in the P and I diagram:

Table 7.3: Joints

JOINTS AND

ELBOWS

SYMBOLS FUNCTIONS

EQUAL ‘T” REDUCER

JOINT

90o T – CONNECTOR

ELBOW

LONG – RADIUS

ELBOW

Used to reduce a flow line

into three equal lines

Used in joining a running line

to a flow line.

Used in channeling lines also

reduces flow speed.

Used in channeling lines in

pipe support.

Used in branching lines.

Used in reducing pressure

Page 88: DESIGN PROJECT 2013

88

45o LATERAL

REDUCER

flow.

7.5 PIPE SUPPORT

The Design of a plant’s P and I is not complete without the use of supports. Pipe

supports in plant piping helps in reducing cost and number of pump required to

maintain line flow parameter and safety of personnel through operation zone.

Below is some major type of support:

I – BEAM Support to carry pipe lines

H – BEAM Support above 2m

U – CHANNEL

PLATES TO ALIGN VALVES

SHOES TO HOIST PIPE INTO PROPER ORIENTATION

CHAPTER 8

SAFETY AND ENVIRONMENTAL CONSIDERATIONS

8.1 SAFETY

Safety is the condition of being protected against any danger. Every organization

Page 89: DESIGN PROJECT 2013

89

CHAPTER 8

SAFETY AND ENVIRONMENTAL CONSIDERATIONS

8.1 SAFETY

Safety is the condition of being protected against any danger. Every organization

Page 90: DESIGN PROJECT 2013

90

The term “engineering safety” covers the provision in the design of control

systems alarms, trips, pressure relief devices, automatic shutdown system and

duplication of key equipment, firefighting equipment and service; personnel

protect equipment and so on.

8.1.1 SAFETY OF THE ENVIRONMENT

There are several hazards associated with industrial process. These hazards need

to be prevented and kept in check in order to protect the environment.

Environment in this context refers to the immediate surroundings around the

plant. For the safety of the environment to be ensured, the following points

should be noted and applied;

1. Flaring of gases should be done minimally.

2. The level of toxicity of effluent should be monitored regularly and kept in

check.

3. Storage tanks should be situated in areas away from vehicle traffic.

4. The control room should be attended to at all times to ensure that there is

an immediate response if an alarm is triggered.

5. There should be a way of informing the community around the facility if

there is danger that might affect them e.g Fire. An alarm is suggested, and

this should be tested regularly.

6. Protect pipe racks and cable trays from fire.

7. Fire-fighting system must be provided within the complex. This consist:

Fire water pipe network throughout the facility supported by necessary

hydrants. Hoses should be permanently placed near these hydrants.

Page 91: DESIGN PROJECT 2013

91

The system should have a suitable water pump. It is advised that there be

at least 2 pumps. One big one to fill the lines or pump large volume of

water into it (when the water is being depleted very fast like in a case of

fire) and a smaller jockey pump to maintain the pressure in the line. It

would start more frequently than the big pump.

It is suggested that the system should have its own separate standby

generator.

Fire entry suits and other protective clothing, compressed air breathing

apparatus and fire blankets should be made available in every building.

8.1.2 SAFETY OF THE PERSONNEL

The personnel of a company refers to the operators and staff of that company

who ensure that the production process move on smoothly. Their safety can be

ensured in the following was.

1. Provision of personal protective equipment (PPE) and ensuring that they

are properly used.

2. Pipes and equipment that contain very hot liquids for example the heater

must be lagged to make sure it does not cause injury to personnel.

3. All chemicals in the plant must be properly label with its chemical hazard

identification chart and their Material Safety Data Sheet (MSDS) must be

available and updated regularly also.

4. First aid kits must be provided in all buildings.

5. Emergency means of transportation must be provided in case of any

accident.

Page 92: DESIGN PROJECT 2013

92

6. Emergency exit doors must be provided and these exits clearly marked for

all to see.

7. Cleanliness of the facility must be ensured at all times to avoid

unnecessary risk or accident.

8. Smoking should be avoided in process area.

9. Fire extinguishers must be made available at strategic points within the

facility.

10. All ladders must have hand rails and personnel encouraged to use them

whenever climbing.

11. Safety signs and symbols should be placed at hazardous area.

8.1.3 SAFETY OF THE PLANT AND EQUIPMENT

A plant includes any machinery, equipment (including scaffold), appliance,

implement or tool and any associated computer or fitting used in the production

process of a material or substance. There are different types of risks associated

with using different types of equipment. To mitigate this risk, the following must

be done:

1. As Nitric acid is known to be highly corrosive, regular pigging of the

pipelines with both smart and scraper pigs should be conduct so as to

check this.

2. Corrosion protection is achieved by the well proven use of suitable

austenitic stainless steel where condensation can occur and by regular

monitoring of the conditions.

3. Regular maintenance of equipment should be carried out.

Page 93: DESIGN PROJECT 2013

93

4. Check to ensure that equipment and machineries meet health and safety

standards before it is purchased.

REACTOR

Reactor is a vessel in which chemical transformation takes place. The converter,

oxidizing unit and absorber are the reactors in this design. The catalytic reactor is

designed to give a uniform distribution of the air/ammonia mixture over the

catalyst gauzes. Maintenance of the catalyst operating temperature is very

important for the NO yield. This is achieved by adjusting the air/ammonia ratio

and ensuring that the lower explosive limit for ammonia in air is not exceeded.

The following safety steps should be followed in the design and operation of the

reactor.

The materials going into the reactor must be purified. This is done to

remove impurity that will affect the reactor.

The reaction condition i.e. temperature, pressure etc must be monitored

closely.

The reactor should be cleaned accordingly during periodic maintenance.

COMPRESSOR

While operating the compressor, the following precautions should be observed.

The air must be dried properly to avoid water entering into the compressor

which could damage it.

The air must be filtered properly to avoid foreign particle from entering into

the compressor.

The proper operating pressure should be maintained at all times.

Page 94: DESIGN PROJECT 2013

94

Coolant must be checked regularly and topped.

In case of shut down, the shut down and start up procedures should be

strictly adhered to.

HEAT EXCHANGERS

For heat exchangers to work effectively and safely, the following must be

implemented.

Ensure that the heat exchanger is pressure tested as designed.

Ensure that it is cleaned periodically and faults and leakage rectified if

found. Inspect after cleaning before coupling back.

The water must be purified especially the one going into the boiler to

remove chlorine because ignition occurs when chlorine is passed into

ammonia forming nitrogen and hydrochloric acid and if chlorine is present

in excess, then a highly explosive nitrogen trichloride (NCl3) is formed. As

we cannot guarantee 100% conversion of ammonia in the converted and

no leak in the boiler, the water should be purified.

PUMPS

For the pumps to work effectively and safely, the process operators should ensure

that;

The right operating temperature and pressure must be used.

There should be a minimum flow line that helps to maintain a certain rate

of flow in the pump preventing it from going into cavitation.

Lube oil to gland bearings is available, bottle filled and ready. The lube oil

should be changed at regular intervals.

The vents should be properly cleaned and capped

Page 95: DESIGN PROJECT 2013

95

There should be no particle or foreign body in both the suction and

discharge lines.

TANKS

Nitric acid is normally stored in flat bottomed, roofed tanks, made from low

carbon austenitic stainless steel, installed in areas provided with suitable

containment facilities. The acid level in the tank is monitored by means of a level

indicator. A vent to the atmosphere allows the escape of gas which comes from

liquid movement and thermal effects. It is normal to earth the tanks. For the life

span of the tanks to be preserved, the following should be done:

The tank should be cleaned regularly

Periodically, the tanks should be checked for corrosion and the affected

part could be painted.

The right operating conditions for the tanks must be maintained.

8.1.4 GENERAL SAFETY PRECAUTION

Generally, precaution is taken to prevent accidents or hazards (a potential

danger). Hazards can either be intrinsic or extrinsic. Intrinsic hazards are naturally

occurring hazards caused by wind, earthquake, lighting and water. The effects of

intrinsic hazards include leakage in pipes, explosion of pipes, collapse of

production buildings, rupture of welded joints etc. the following precautions can

be taken to mitigate the dangers posed by intrinsic hazards:

Lightning rods should be installed at strategic points.

Drainages should be wide and deep enough, and should also be channeled

properly to prevent flooding with the facility.

Page 96: DESIGN PROJECT 2013

96

Explosive substances have to be stored in a cool dry place away from

sunlight and ultraviolet rays.

The floor around the industry should be properly cast around with concrete

or other weather resistant covering and the road networks properly tarred

Extrinsic hazards are man-made hazards caused by man due to carelessness.They

may include dropping of an oil filter on the floor, igniting flame close to a

flammable substance, not knowing how to operate a machine or equipment,

ignoring procedure for starting or using equipment, using wrong tools. They can

be prevented by the following measures:

Personnel coming into the facility for the first time must be given a proper

safety orientation on the do’s and don’ts of the company policy on safety

and regular safety talks on safety and maintenance of plant must be

conducted.

Regular training of personnel on safety issues should also take place.

Good housekeeping practice by all employees should be encouraged.

8.2 HAZARD OPERABILITY (HAZOP) STUDY

Hazard and operability study sometimes simply referred to as operability

Studies, provide a systematic and critical examination of the operability of a

process. They indicate potential hazards due to deviations from the intended

design conditions.

8.2.1 BASIC PRINCIPLES

A formal operability study is the systematic study of the design, vessel by

vessel, and line by line, using “guide words” to help generate thought about

Page 97: DESIGN PROJECT 2013

97

the way deviations from the intended operating conditions can cause

hazardous situations.

The following words are also used in a special way, and have the precise

meanings given below:

• Intention: the intention defines how the particular part of the process was

intended to operate; the intention of the designer.

• Deviations: these are departures from the designer’s intention which are

detected by the systematic application of the guide words.

• Causes: reasons why, and how, the deviations could occur. Only if a

deviation can be shown to have a realistic cause is it treated as meaningful.

• Consequences: the results that follow from the occurrence of a meaningful

deviation.

• Hazards: consequences that can cause damage (loss) or injury.

Page 98: DESIGN PROJECT 2013

98

Table 8.1 HAZOP STUDY: Weak-acid condensate stream

Deviation Possible consequences Consequence Action RequiredNo Flow 1.Pump Failure

2. Valve fails shut.

3. Line fracture

Deficient quality product and high NOx tail gas emission levels.As for IValve overheats.As for I and 2.

a) Install LOW LEVEL ALARM on LIC at the base of the absorption column.Covered by a).b) Install kick-back on pumpsCovered by a) and b).c) Regular inspection and patrolling of weak-acid transfer lines and seals.

More Flow 4. Higher humidity in feed air. Higher make but weaker product acid.

d) Install a HIGH LEVEL ALARM on LIC at the base of the absorption column

More Temperature 5. high feed rate causing larger heat of reaction

Possible higher NOx emission. See Table 8.6.

More Pressure 6. Isolation valve is closed in error while pump running.

7. Thermal expansion on the isolation.

Lines subject to full delivery pressure

Possible line fracture or flange leakage

Covered by b)f) Perhaps worthwhile installing a pressure gauge upstream of the delivery pumpg) Provide thermal expansion relief in theValve section.

Less Flow 8. Flange leakage or valve stub blanked but leaking

Decreased absorption.Lower product make

Covered by a), c), and d).

Less Temperature 9. Reaction gas temperature in oxidation unit lower.

Increased dissolved NOx concentrations in product acid.

See Table 8.6.

Maintenance 10. Equipment failure, flange leak, catalyst changeover in reactor, etc.

Process stops. Ensure all pipes and fittings are constructed of the right materials and arc stress relieved.

Page 99: DESIGN PROJECT 2013

99

Table 8.2 HAZOP study: Make-up water feed stream.

Deviation Possible causes consequences Action RequiredNo Flow 1.Pump Failure

2. Valve fails shut.

3. Line fracture

Deficient quality product and high NOx tail gas emission levels.As for IValve overheats.As for I and 2.

a) Install LOW LEVEL ALARM on LIC at the base of the absorption column.Covered by a).b) Install kick-back on pumpsCovered by a) and b).c) Regular inspection and patrolling of weak-acid transfer lines and seals.

More Flow 4. Control valve fails open Dilute acid product is formed d) Install a HIGH LEVEL ALARM onLIC at the base of the absorption column

More Temperature 5. Higher feed temperature to the Refrigeration unit. 6. Failure in the refrigeration unit.

Possible higher NOx emission due to lower absorption. As for 5.

See Table 8.6

e) Ensure refrigeration unit is wellmaintained with adequate control

More Pressure 7. Isolation valve is closed in error whilst pump running.

8. Thermal expansion in the isolation valve section (fire).

Line subject to full delivery pressure.

Possible line fracture orflange leakage

Covered by b).IJ Perhaps worthwhile installing a pressure gauge upstream of the delivery pump.g) Provide thermal expansion relief in the valve section.

Less flow 9. Flange leakage or valve stub blanket but leaking

Decreased absorption.Higher operating cost in lost water

Covered by a),c) and d)

Less Temperature I0. Reaction gas temperature in oxidation unit lower.

Increased dissolved NOx concentrations in product acid.

See Table 8.6

Maintenance 11. Equipment failure, flange leak, catalyst changeover in reactor, etc .

Process Stops Ensure all pipes and fittings are constructed of the right materials and are stress relieved.

Page 100: DESIGN PROJECT 2013

100

Table 8.3. HAZOP study: Gas-inlet stream

Deviation Possible causes consequences Action RequiredNo Flow 1.Flow stopped upstream

2. Line blockage or the isolation valve shut in error.

3.Line fracture

No absorption in column. Entire process stops as tail-gas Row stops.

As for I. Pressure buildup in pipe and secondary As for I. Gases escape into the surroundings.

a) Ensure liquid feeds to absorber and other process unit shut down.b) Install LOW FLOW ALARM on FIC.Covered by a) and b).c) Install kick-back on upstream pumps and ensure pressure relief system is adequated) Ensure regular patrolling of feed transfer lines.e) Plant emergency shutdown procedures

More Flow 4. Increased feed Possible reduction in absorptionEfficiency.May cause flooding.

F) Ratio control on the liquid feed streams should be sufficient.g) Install HIGH LEVEL ALARM on the FIC.

More Pressure 5.Flooding

6. Isolation valve accidently closed7. Thermal expansion in isolation.

Unit subject to high pressure, bursting discs may rupture, tail gas release.As for 2.Line fracture or flange leakage.

Covered by c).h) Ensure correct sizing on pressure relief system.Covered by b) and c). i) Provide for thermal expansion relief in the design of the isolation valve section

More Temperature 8. Insufficient cooling Decreased absorption, higher pollution.

j) Ensure accurate temperature control on the internal cooling circuit.

Less flow 9. Leaking inlet range As for 3. Covered by b), and d)Less Temperature 10. Overcooling. Increased dissolved gasses in acid. Covered by j)H i g h NOx composition 11. Improved yield from reactor. Higher tail-gas emission levels

possible.k) Manually increase make-up water Composition flow rate.

Page 101: DESIGN PROJECT 2013

101

Table 8.4. HAZOP study: Gas – Outlet stream.

Deviation Possible causes consequences Action RequiredNo flow I. No inlet gas flow.

2. Flooding in column.

3. PCV fails shut, line blockage or isolation valve closed in error.

4. Line fracture or flange failure

No tail gas for expansion.Pressure build up in column and lineAs for I.

As for 2.

As for 1.

See Table 8.1.a) Install LOW LEVEL ALARM on PIC.b) Install pressure relief valve with bursting disc.Covered by b).c) Install HIGH LEVEL ALARM on PIC.Covered by a)d) Institute regular inspection of all transfer lines.

More flow 5. Increased gas feed at inlet.

6. Decreased NOx absorption

Transfer line subject to higher pressures. As for 5. Tail-gas emission levels up.

Covered by b) and c).Covered by b) and c).d) Look to altering make-up water feed rate in response.

More Temperature 7. Higher feed gas or liquid inlet temperature.

Decreased absorption and higher NOx emission.

e) Install HIGH LEVEL ALARM on TIC

More pressure. 8. All of 5, 6, and/or 7.9. Thermal expansion in isolation valve section (fire).10. PCV fails shut or isolation valve shut in error.

As for 5, 6, and 7.Line fracture or flange leakage.

As for 3

Covered by b) and c).f) Install thermal expansion relief in isolation valve section.Covered by b) and c).

Less flow 11. Leaking flange or valve stub not blanked and leaking.12. Flooding.

Less tail gas for expansion and release of NOx to the environment.

Covered by a) and d).

Liquid Carryover 13. The entrainment device ineffective.

Condensation is down, steam lines (corrosion).

Replace entrainment device.

Maintenance 14. Equipment failure, flange leak, catalyst changeover in reactor, etc .

Process stops. Ensure all pipes and fittings areconstructed of the rightmaterials and are stress relieved

Page 102: DESIGN PROJECT 2013

102

Table 8.5 HAZOP study: Liquid-outlet stream.

Deviation Possible causes consequences Action RequiredNo flow. I. No liquid inlet from either make-up

water or acid condensate.2. Flooding in column.

3. LCV fails shut.

4. Line fracture.4. Line fracture.

See Tables 9.6 and 9.7

Increase in column pressure.Liquid level in column increases adding to flooding problems.

Discharge of acid into the surroundings.Loss of feed to the stripping column

a) Covered by control and alarms specified in Tables 8.1, 8.2 and 8.3.Covered by a).b) Install HIGH LEVEL ALARM onLIC.c) Regular patrolling and inspection of transfer lines.d) Install suitable alarms to strippingcolumn to indicate loss of flow

More flow 5. LCV fails open. Gas begins to bypass the plates causing higher NOx emissions.

e) Install LOW LEVEL ALARM on LIC.

More temperature 6. Higher inlet temperatures Less dissolved NOx in acid but higher NOx tail-gas emissions

Covered in Tables 8.1, 8.2 and 8.3.

More pressure 7. LCV fails shut or isolation valve close in error.

Line subject to full surge or delivery pressure.

Covered by a)

Less flow 8. Leaking flange or valve stub not blanked and leakage.

Loss to surrounding. Covered by d) and e)

Less temperature 9. Lower inlet stream temperatures or over capacity from cooling circuit.

Higher concentrations of dissolved NOx in product acid.

See Tables 8.1, 8.3 and 8.4.

NOx dissolved 10. Lower steam temperature. Higher downstream operating costs.Same as 9.

See Tables 8.1,8.3 and 8.4

maintenance 11. Equipment failure, flange leak, catalyst changeover i n reactor, etc.

Process stops Ensure all pipes and fittings are constructed of the right materials and are stress relieved

Page 103: DESIGN PROJECT 2013

103

Table 8.6: HAZOP study: cooling-water circuit.

Deviation Possible causes consequences Action RequiredNo Flow 1.Pump Failure

2. Valve fails shut.

3. Line fracture

High emissions of NOx in tail gas.

As for 1Valve overheats.As for 1 and 2

a) Install HIGH LEVEL ALARM on TIC on the tail-gas outlet line to indicate high emissions.Covered by a).b) Install kick-back on pumps.Covered by a) and b).c) Regular inspection and patrolling ofcooling-water circuit lines and associated

More flow 4. Control valve fails open. Product acid is at lower temperature therefore, higher dissolved NOx.

d) Install a LOW LEVEL ALARM on TIC on the tail gas outlet line

More temperature 5. Higher feed temperature to the refrigeration unit.

Possible higher NOx emissions due to lower absorption.As for 5.

Covered by a)e) Ensure refrigeration unit is wellmaintained with adequate control

More pressure 7. Isolation valve is closed in error while pump running.8. Thermal expansion in the isolation valve section (fire).

Lines subject to full delivery pressure. Possible line fracture or flange leakage.

Covered by b).f) Perhaps worthwhile installing a pressure gauge upstream of the delivery pump. g) Provide thermal expansion relief in the valved section

Less flow 9. Flange leakage orvalve stub blanked but leaking

Decreased absorption. Low quality product and high emissions.

Covered by a), c), and d).

Less Temperature 10. Higher duty from refrigeration unit.

Increased dissolved NOx concentration in product acid.

Covered by a), c), and d).

Maintenance 11. Equipment failure, flange leak, catalyst changeover in reactor , etc

Process stops Ensure all pipes and fittingsare constructed of the rightmaterials and are stress relieved

Page 104: DESIGN PROJECT 2013

104

8.3 ENVIRONMENTAL IMPACT ASSESSMENT (E.I.A)

This is the assessment of the possible positive and negative impact that a

proposed project may have in the environment, together consisting of the

environmental, social and economic aspect. It is a systematic process of

identification, prediction evaluation, mitigating and presentation of possible

consequences on the environment of proposed actions at a stage in decision

making process so that environmental damage can be minimized or avoided.

8.3.1 WHAT EIA DOES

• Describes the project or operation

• Describes the environment that will be affected

• Predicts the impact on the environment

• Adopts options, techniques and controls to reduce negative impact.

• Monitors the project or operation to ensure that identified key impact is

minimized.

8.3.2 GOAL

• To ensure that decision makers consider the ensuing environmental

impacts when deciding whether to proceed with a project or not.

Page 105: DESIGN PROJECT 2013

105

8.3.3 BENEFITS OF ENVIRONMENTAL IMPACT ASSESSMENT

• May be prerequisite for permit approval by government or international

agencies.

• Required by financiers of the proposed projects

• Help to prevent environmental problem, risk or costly-time working

liabilities.

• Boosts Proponent Company’s image.

• Repose confident /assurance in Proponent Company.

8.3.4 ENVIRONMENTAL IMPACT ASSESMENT (EIA) OF A NITRIC ACID PLANT.

Negative impact

The major negative impact of a nitric acid plant is NOx emissions of the tail gas

from the absorption tower especially during start up and shut down before the

plant stabilizes. Others include:

Risk of fire/explosion hazard.

Reduced soil and marine water quality.

Increase in water and electricity demand.

Noise pollution.

Positive impact

Provide skilled and unskilled job opportunities.

Make available nitric acid in the country, thereby encouraging the production

of fertilizer as it is a major chemical used in its production.

Page 106: DESIGN PROJECT 2013

106

Bring development to the area where the plant is sited.

8.3.5 NOx EMISSION FROM NITRIC ACID PRODUCTION.

Nitric acid production is one of the larger chemical industry sources of NO. Unlike

NOx found in combustion flue gas, NOx from nitric acid production is part of the

process stream and is recoverable with some economic value. Vent gas containing

NOx is released to the atmosphere when the gas becomes too impure to recycle

or too low in concentration for recovery to be economically practical.

The chemical reactions for each of the nitric acid production process steps

demonstrate that NOx must first be created before nitric acid can be produced.

The first reaction,

4NH3 + 5O2⇌4NO + 6H2O + heat Eq. 1

Shows NO forming from the reaction of NH and air. The NO is then oxidized in the

second step,

2NO + O2⇌ 2NO2 + heat Eq. 2

Producing NO2. The NO2 is subsequently absorbed in water to produce nitric acid.

However, as the absorption reaction,

3NO2(g) + H2O(l)⇌2HNO3 (aq) + NO(g) + heat, Eq. 3

Shows, one mole of NO is produced for every three moles of NO2absorbed,

making complete absorption of the NOx impossible. The unabsorbed NOx, if not

controlled, is emitted in the absorber tail gas.

Page 107: DESIGN PROJECT 2013

107

8.3.6 FACTORS AFFECTING NOx EMISSION LEVELS.

Re-oxidation of NO into NO2 is a very slow reaction. As more air is added,

the reaction becomes increasingly slower as the reactants become diluted

with excess nitrogen.

Increased temperatures due to exothermic absorption tend to reverses eq.

3 producing more NO2.

Low temperature (less than 380C [1000F]) is a key factor forhigh absorption

efficiency but is also one that is difficult and expensive to control.

Completion of the absorption process which reduces NOx emission is aided

by increased pressure (800 to 1,400 kPa)

Increasing acid strength beyond design specification typically increases the

NOx emission rate.

Good maintenance practices and careful control ofoperations play

important roles in reducing emissions of NOx.

8.3.7 CONTROL TECHNIQUES FOR NOx EMISSIONS FROM NITRIC ACID

PRODUCTION.

Extended absorption

Extended absorption reduces NO emissions by increasing absorption efficiency

and is achieved by either installing a single large tower, extending the height of an

existing absorption tower, or by adding a second tower in series with the existing

tower. Increasing the volume and the number of trays in the absorber results in

moreNOx being recovered as nitric acid (1-1.5% more acid) and reduced emission

levels.

Page 108: DESIGN PROJECT 2013

108

Non-selective catalytic reduction (NSCR).

Nonselective catalytic reduction uses a fuel and a catalystto

1. Consume free oxygen in the absorber tail gas.

2. Convert NO2 to NO for decolorizing the tail gas.

3. Reduce NO to elemental nitrogen.

The process is called nonselective because the fuel first depletes all the oxygen

present in the tail gas and then removes the NOx. It can be operated at any

temperature, heat used to operate it can be recovered and it can achieve higher

NOx reduction than extended absorption but it is expensive due to the cost of

fuel.

Selective catalytic reduction (SCR)

Selective catalytic reduction uses a catalyst and ammonia in the presence of

oxygen to reduce NOx to elemental nitrogen. The process is called selective

because the ammonia preferentially reacts with NOx in the absorber tail gas. The

following sections discuss SCR used as a NO control technique for nitric acid

plants. Proper operation of the process requires close control of the tail gas

temperature.

Chilled Absorption.

Chilled absorption provides additional cooling to the absorption tower. This

process is frequently used in addition to other control techniques such as

extended absorption. The principal advantage of chilled absorption is improved

absorber efficiency due to lower absorption temperature. However, chilled

absorption by itself typically cannot reduce NOx emissions to the level that any of

the three primary control techniques can achieve.

Page 109: DESIGN PROJECT 2013

109

8.3.8 ENVIRONMENTAL MANAGEMENT PLANT

The following are actions taken to mitigate the negative impacts of the plant sited

above.

1. Use extended expander and chilled absorption to increase absorber

efficiency and thus reduce NOx emission.

2. Site the plant far away from residential area so as to reduce noise pollution

effect and risk of fire.

3. Update on site emergency response plan.

4. Have a generator to provide the electrical needs of the plant and own

water supply system.

5. Monitor stack gas emissions.

6. Test liquid waste to make sure the level of chemical in it is acceptable

before discharging to sea.

CHAPTER 9

ECONOMIC ANALYSIS

Page 110: DESIGN PROJECT 2013

110

9.1 OVERVIEW

Chemical processes have been harnessed to transform resources, and raw

materials into more useful and hence more valuable products to improve the

living standards of people. This principle is at the core of chemical engineering,

and there industries have matured over the last 100 years, and have been very

successful at creating wealth. The means of establishing which products to make

and how to optimize the process required for the manufacture have been based

on economic principles. Approaches to accounting for the risks to the economic

value of projects are also considered to ensure that they deliver the expected

benefits.

9.2 ECONOMIC CONSIDERATION

The following are considered under economic evaluation;

1. Cost and Assets Accounting: This provides a survey of accounting

procedures for the analysis of cost and profits as used for industrial

applications.

2. Cost Estimation: This provides information regarding the estimation of

fixed capital cost and also recurrent operating expenditure.

3. Interest and Investment costs: This discusses the concept and calculation

of interest, i.e payment as compensation for the use of borrowed capital.

4. Taxes and Insurance: Taxes represent a significant payment from a

company’s earnings and although insurance rates are only a small fraction

of annual expenditure cover for a plant is essential.

Page 111: DESIGN PROJECT 2013

111

5. Depreciation: This is the measure of the decrease in value of an item, with

respect to time and can be considered as a cost incurred for the use of the

equipment.

6. Profitability, Alternatives, Investments and Replacements: The

profitability of an investment is a measure of the amount of profit

generated. It is important to assess the profitability accurately and also the

profit that could be obtained from alternative investments.

10.4 TYPES OF COST

X.4.1 INDIRECT COST

1. Design and engineering cost; which cover the cost of design and the cost of

“engineering” the plant: purchasing, procurement and construction

supervision. Typically 20% to 30% of the direct capital cost.

2. Contractor’s fees: if a contractor is employed his fees (profit) would be

added to the total capital cost and would range from 5% to 10% of the

direct cost

3. Contingency allowance: this is an allowance built into the capital cost

estimate to cover for unforeseen circumstances (labor disputes, design

errors, adverse weather) typically 5% to 10% of the direct cost.

Table 9.1: typical factors for estimation of project fixed capital cost

MAJOR EQUIPMENT , TOTA; PURCHASE PCE

Page 112: DESIGN PROJECT 2013

112

COST (F1 TO F9)

Equipment erection 0.40

Piping 0.70

Instrumentation 0.20

Electrical 0.10

Building process 0.15

Utilities 0.50

Storage 0.15

Site development 0.05

Ancillary buildings 0.15

9.4.2 Total physical plant cost (PPC)

PPC = PCE (1 + ∑factors ) = PCE × 3.4

Ranging from f10 to f12

Design and engineering 0.30

Contractors fee 0.05

contingency 0.10

Fixed capital = PPC (1 + f10 + f11 + f12) = PPC × 1.45

9.4.3 OPERATION COSTS

An estimate of the operating costs, the cost of producing the product, is needed

to judge the viability of a project and to make choices between possible

Page 113: DESIGN PROJECT 2013

113

alternative processing schemes. These costs can be estimated from the flow

sheet, which gives the raw material and service requirements, and the capital cost

estimate

The cost of producing a chemical product will include the items listed below. They

are divided into two groups.

1. Fixed capital cost: Costs that do not vary with production rate. These are

the bills that have to be paid whatever the quantity produced

2. Variable operating cost: Costs that are dependent on the amount of

product produced.

9.4.4 FIXED COSTS

1. Maintenance (labor and materials)

2. Operation labor

3. Laboratory costs

4. Supervision

5. Plant overhead

6. Capital charges

9.5 COST ESTIMATION

9.5.1 THE RATIO METHOD

Page 114: DESIGN PROJECT 2013

114

The ratio method is a simple technique whereby known capital cost data for an

existing chemical plant are adjusted to provide a cost estimate for the desired

plant capacity. This method is also able to update figures to account for

inflationary effects of past years. Finally the capital cost figure is adjusted for

exchange rate differences between countries .The method is centered around the

use of key cost estimation indices such as the CE plant cost index and the Marshall

and Stevens (M&S)index.

Ratio method calculations;

Cost of Designed plant¿Cost of previous plant ( capacity of designedCapacity of previous plant

)n

Cost of1200 tonsday

=Costof 280 tons /day×( 1200280

)0.6

cost of 280 tons /day=¿ $60million

Therefore;

cost of 1200/day=$60million ×( 1200280

)0.6

= $143.66 million

= ₦22.7 billion

9.5.2 STEP COUNTING METHOD

Step counting estimating methods provide a way of making a quick order of

magnitude estimate, of the capital cost of a proposed project. The technique is

based on the premise that the capital cost is determined by a number of

significant processing steps in the overall process. Factors are usually included

to allow for the capacity, and complexity of the process: material of

construction, yield, operating pressure and temperature.

Page 115: DESIGN PROJECT 2013

115

step counting method calculations;

C=14000NQ0.615

Where Q=plant capacity, tonne per year.

N=number of functional units

C=capital cost.

Q=400,000tons/yr

N=13

C=14000×13×(400,000)0.615

=$507millionequivalent ¿79.8billionnaira.

9.5.3 FACTORIAL METHOD

Capital cost estimates for chemical process plants, are often based on an estimate

of the purchase cost of the major equipment items, required for the process, the

other costs being estimated as the factors of the equipment cost .The accuracy of

this type of estimate will depend on which stage the design has reached at the

time.

ECONOMIC ANALYSIS CALCULATIONS

ESTIMATION OF FIXED CAPITAL COST

Rough Estimate

Page 116: DESIGN PROJECT 2013

116

Cf = Fl Ce

Ce = ₦ 824.43 million

Cf = 4.7 × 828.43 = ₦ 3.89 billion

Detailed Estimate

PPC = Ce ( 1 + ∑factors )

∑factors = 3.3

PPC = 824.43 (1 + 3.3) = ₦3.55 billion

Total Fixed Capital = 3.55 ( 1 + 0.45) = ₦ 5.15 billion

Working capital = 5% × 5.15 = ₦258 million

Total Capital Investment Cost = Total Fixed Capital + Working Capital

Total Capital Investment Cost = 5.15 + 0.258 = ₦ 5.41billion

OPERATING COST ESTIMATION

Variable Cost ₦ million

1) Raw materials 0.25

2) Miscellaneous 0.24

3) Utilities Cost

Cooling water Negligible

Steam Negligible

Page 117: DESIGN PROJECT 2013

117

Power 0.4

4) Shipping $ Packaging 1.15

Total  2.04

FIXED COST

₦ Million

1) Maintenance 1.21

2) Operating Labor 7.26

3) Laboratory Cost 2.18

4) Plant Overhead 3.63

5) Insurance 387.15

6) Royalties Not applicable

Total 401.43

Annual Total Operating Cost = 2.04 + 401.43 = ₦ 403.47 million

Annual Operating Cost Rounded = ₦ 403.5 million

ANNUAL PROFIT CALCULATION

Total Expenses = operating cost + capital finance cost

Total fixed capital investment = ₦ 5.15 billion

Page 118: DESIGN PROJECT 2013

118

Working capital = ₦ 258 million

Total capital cost = ₦ 5.41 billion

(Assuming 5% compound interest rate annually and 2 years investment)

Total interest = p (1 + r )n

= 5.41 (1 + 0.05)2

= ₦ 5.96 billion

Operating cost for 2 years = 2 × 0.403 = ₦ 806 million

Total Expenses = ₦ (0.806 + 5.96) billion

= ₦ 6.77 billion

Cost of Nitric acid per ton = ₦ 10500

Annual total cost of Nitric acid = 7100 × 400,000

= ₦ 4.2 billion

Total cost of Product for 2 years = ₦8.4 billion

Annual total cost of steam =

10500 kg 8000 hours ₦ 7.5

hour 1 year 454kg

Page 119: DESIGN PROJECT 2013

119

Annual total cost of steam = ₦ 1.39 million

Total income before tax = ₦ (5.68 billion + 2 × 0.00139 billion)

= ₦ 8.4 billion

Total income after tax (based on 2.5% tax) = ₦ (8.4 – 0.025 × 8.4) billion

= ₦ 8.19 billion

Profit after tax = ₦ (8.19 -6.77) billion = ₦1.42 billion

Payback period (no interest) = Depreciable FCI / Total profit

= 5.15 / 1.42 = 3.63 years

Therefore, payback period = 3years 8 months rounded.

BREAK EVEN ANALYSIS

On the assumption that market price of nitric acid will remain constant for a

reasonable length of time. The breakdown period for the plant will simply be the

inverse of the rate return on the investment

∴ Break even time (yrs) = Totalcapital investment

annualnet profit

¿ 5.411.42

=3.81 yrs

Break even time= 3yrs 10 months.

RATE OF RETURN ON INVESTMENT

R O R = yearly profit / total initial investment × 100%

Page 120: DESIGN PROJECT 2013

120

= 1.42/5.41 × 100/1 = 26.25%

CHAPTER TEN

STARTUP AND SHUTDOWN PROCEDURES

Page 121: DESIGN PROJECT 2013

121

Shutdown is that period of time during which a boiler, gas turbine, process

heater or nitric acid production unit is allowed to cool from its normal

temperature range to a cold or ambient temperature.

The shutdown philosophy is based on the nitric acid plant process control and

safeguarding philosophy reference and adapted to suit the developments in the

design. High nitric acid supply availability is of paramount importance. The level of

safeguarding reflects the need for the plant to operate safely whilst ensuring

maximum availability.

Shutdowns of the main process will be avoided as much as possible within the

constraints of safer operation. Additional time is given to the operator to correct

process upsets by intentionally accepting cascading events. This in turn will result

in fewer disruptions in the process

For all separators, low low liquid level will cause the corresponding liquid outlet

SDV (Shut down Valves) to close rather than generating an OSD (Operational Shut

Down)

On high liquid level and high pressure in the main nitrous gas stream, gas

flow is stopped by closing the inlet shutdown valves. This is to avoid liquid

carry over to the absorption column and stripper.

Gas compressor unit.

In the absorption column, a high liquid level and a high pressure will close

the corresponding inlet SOV.

Trips in the off air compressor package will stop the compressor and the air

flow will be directed to the flare.

Page 122: DESIGN PROJECT 2013

122

10.1 EMERGENCY SHUTDOWN (ESD) AND EMERGENCY

DEPRESSURIZATION (EDP)

Emergency Shutdown and Depressurization of pressurized vessels and piping is

the acknowledged way to reduce the likelihood of escalation from accidental

hydrocarbon release incidents.

An ESD will be automatically initiated on confirmed low instrument air pressure

and manually initiated on confirmed gas detection via ESD push button. The aim

of an ESD is to bring the plant to a safe condition by;

1. Isolate the plant from the flow lines, stopping all hydrocarbons containing

streams from coming in and going out of the plant.

2. Depressurization the plant.

3. Starting down the fired heaters

10.2 NOTIFICATION

Prior notification of scheduled shutdowns and scheduled start-ups following

scheduled shutdowns shall be made in a timely manner and form. Shutdowns and

start-ups must be scheduled in pairs with scheduled dates for each. Notification

of scheduled start-ups and shutdowns is required only if an exemption from the

emissions limit is required. This notification shall contain the following

information:

1. Dates and times of the scheduled start-up and shutdown and its duration,

and

2. Any other process variable that is appropriate as determined.

Page 123: DESIGN PROJECT 2013

123

10.3 RECORD KEEPING

Records shall be maintained and kept on-site and made available for two years

indicating hour-by-hour firing rates, flue gas temperatures, NOx emissions and

such process variables that are appropriate.

Once all of these equipment checks are performed, the complete unit is

disassembled, all parts and bearings are rechecked and oiled, the lubrication

system is drained and flushed, and the train is re-assembled. A time-consuming

aspect of the drive train checkout involves plotting of the unit’s surge curves.

Once the unit is operational, the air compressor can be used to blow out

downstream air and stream lines.

Other equipment debugging procedures are performed according to individual

“punch lists” and are summarized as follows:

Liquid piping and coded vessels: Pressure tested with water at maximum

working pressure.

Gas lines: cannot be checked until plant is operating

Relief valves: bench tested with required pressure—if serious problems

exist, they are sent out for repairs.

Heat exchanger: flushed with water or a cleaning solution.

Waste Heat Boiler: undergoes a hydrostatic check followed by pre-

treatment with chemicals to prevent corrosion due to oxygen or water prior to

plant start-up. A final procedure before production starts consists of filling the

boiler with water and warming with steam to prevent shock to the system

Absorber column: shipped to the plant as a complete package and can be

of either a bubble cap or sieve tray arrangement. The column is prepared by

Page 124: DESIGN PROJECT 2013

124

flushing with water to clean and check flow and level indicating instruments.

Sieve tray columns are more sensitive to gas versus liquid flow and may

require 1hr to seal properly whereas a bubble cap unit may take about 20mins

Instrumentation: Cannot be installed until all other equipment is in place. A

critical component is ammonia/air ratio control system which must be

accurately calibrated to read concentrations of about 9-11 Percent ammonia in

air.

10.4 STARTUP OPERATIONS

Once all equipment is installed and thoroughly checked for proper mechanical

operation (this may take from 2 to 6 months), the plant is ready to undergo

initiation of nitric acid production. Preliminary startup operations consist of the

following steps:

1. Startup of air compressor system

2. Initiation of water flow to absorber tower

3. Platinum gauze lit by hydrogen torch to initiate burning of ammonia (flame

is self-sustaining)

4. Ammonia flow is begun

Within 2 to 3 weeks of this initial startup, the plant is ready for a test or

demonstration run. Test runs usually last 3, 7, or 14 days depending on the

contract. During this time, the plant must achieve its peak efficiency, of maximum

design rate, and meet all applicable emission regulations. A violation of any of

these conditions or other equipment mal-functions results in a cessation of the

test run. The conclusion of a successful test run results in the “legal acceptance”

of the plant from the contractor.

Page 125: DESIGN PROJECT 2013

125

The best point in time to define plant startup is when the ammonia flows to the

converter is initiated. Barring no usual problems, the completion of a successful

test run and the achievement of maximum production rate should be about one

month or less from this starting point. An important point with respect to nitric

acid facilities is that the summer months are the most critical for proper operation

due to cooling requirements for the exothermic reaction involved. For this reason,

most new plants try to come online during the hotter periods when a successful

test run would be most meaningful. Because of the requirement for performance

testing within 180 days of startup, it is conceivable that testing could be required

during the cooler months when a plant would find it easiest to meet applicable

emission limitations. In this instance, regulatory agencies might want to conduct

testing as soon after startup as possible, consider postponement of tests until the

following summer, or consider winter testing and subsequent summer testing.

CHAPTER 11

CONCLUSION AND RECOMMENDATION

11.1 CONCLUSION

From the design procedures followed and results obtained, it can be concluded

that a plant can be set up to produce 400,000 tonnes of Nitric acid per annum

from ammonia oxidation. The excess steam generated in the process can be

gathered and sold to increase the total income to be realized from sale of

Page 126: DESIGN PROJECT 2013

126

products. Also, the exhaust gases from the turbine is reduced to the lowest

minimum (<1000ppm). This is to reduce the NOx emission from the plant which is

in line with the Federal Environmental Protection Agency (FEPA) regulations. The

produced acid will be sold mainly to fertilizer manufacturing plants and oil

servicing companies in Nigeria, and can be exported as well.

Finally, an economic evaluation of the plant showed that the rate of return on

investment is about 26.25% and the payback time is about 3years and 7 months.

Therefore the project can be said to be economically feasible.

11.2 RECOMMENDATION

Additional control schemes should be put in place to ensure very low nitrous oxide emission; this will contribute to the global objective in reducing environmental degradation. There should be considerations for a two stage air compression to supplement the fluctuations in air requirement due to the anticipated increase in the demand of nitric acid. There should be provisions for preventive maintenance, as this will help to reduce frequent shutdowns due to repairs. It is also anticipated that this plant will be part of a larger chemical complex. Ammonia will be produced by steam reforming of natural gas. The nitric acid plant will take a portion of the ammonia product, and nitric acid and ammonia will then be used to produce ammonium nitrate.

Page 127: DESIGN PROJECT 2013

127

REFERENCES

Ababio, O.Y. 2005, New General Chemistry, Africana- Fep Publishers, Sydney.

Aneke, L. E. 2009, Principles of chemical engineering process design,

De-adroit innovation, Enugu. Anon, A. 1979 ‘Nitric Acid rolls on’ Chemical Engineering 29 June, pp. 24-25.

Page 128: DESIGN PROJECT 2013

128

Boland, D. & Linnhoff, B. 1979 ‘The preliminary design of networks for heat exchangers by systematic methods’ Chemical Engineering, London 22 April, pp. 25-27.

Brown, K. J. 1989 Process integration initiative (review of the process integration initiatives funded under the Energy Efficiency R&D Program), Energy Technology Support Unit, Harwell Laboratory, Didcot United Kingdom, pp. 221-236.

Canon, B.W 1998 Safety and health in workplace, Nostrand Rein hold, New York, pp.201-203.

Cheremisinoff, N. P. 2000, Chemical process equipment, Butterworth Heineman, New Delhi.

Chilton T.H. ‘The manufacture of nitric acid by oxidation of Ammonia : the Du pont pressure process’ Chemical Engineering Progress, Monograph Series Vol. 56, AIChe, New York.

Coulson J. M. & Richardson J. F. 2004 Coulson & Richardson’s Chemical engineering, 6th Ed. Vol. 1, Elseiver publishers London.

Durilla, M. 2009, NOx and NO2 control in nitric acid plants, Queens Publishing House, U.S.A.

Felder R. & Rousseau R. 2000, Elementary principles of chemical processes, 3rd Ed. John Wiley & sons, New York.

Gregory T.C 1999, Uses and Applications of chemicals and related materials, Reinhold Publishing, New York.

Page 129: DESIGN PROJECT 2013

129

Harvin R.L, Leray D.G & Roudier L.R 1979, ‘Single pressure or dual pressure nitric acid: an objective comparison’, Ammonia Plant Safety, Vol. 21, pp.173-183, AIChe, New York.

Himmelblau, D. M. 2003, Basic principles and calculations in chemical engineering, 6th Ed. Prentice Hall, India.

House, F. F. 1969 ‘Engineers guide to plant layout’ Chemical Engineering, NY 76 July 28 p.120.

Kent J.A, 1983, Reigel’s Handbook of Industrial Chemistry, Van Nostrand Ranhold Publishing, New York.

Kirk B.E & Othmer D.F (Eds) 1981, Encyclopedia of Chemical Technology 3rd Ed. Vol.15 Wiley-Interscience, New York, pp.853-871.

Linnhoff, B, Dunford, H & Smith, R 1983, Heat integration of distillation columns into overall processes, Chem. Eng. Sc., 38(8), pp. 1175-1188.

Martyn, S.R. & David, W. J. 1989, Chemical engineering design: a case study approach, Bell and Bain Ltd, Glasgow.

Max, S.P, Klus, D. T. & Ronald, E.W 2003, Plant design and economics for chemical engineers; 5th Ed., McGraw-Hill, New York.

Ohrue T., Ohkubo K. & Imai O. 1999, Technological improvements in strong nitric acid process, Vol. 21 pp.164-170, AIChe, New York.

Perry R. H., Green D. W. & Maloney J. O 2008, Perry’s Chemical Engineers’ Handbook, 8th Ed. McGraw-Hill, New York.

Page 130: DESIGN PROJECT 2013

130

Sinnot, R.K 2005, Chemical engineering design, 4th Ed., Butterworth-Heinemann, London.

Page 131: DESIGN PROJECT 2013

131

APPENDIX I

TABLES AND CHARTS

Table A.1: Conversion factors for some common SI units

Page 132: DESIGN PROJECT 2013

132

Table A.2: Typical Overall Coefficient

Page 133: DESIGN PROJECT 2013

133

Table A.3: Typical Design stress for Plates

Figure A.1: Temperature correction factor: for one Shell; two or more even tube passes Heat exchange

Page 134: DESIGN PROJECT 2013

134

APPENDIX II

MATERIAL BALANCE CALCULATION

Basis: 1hour

4000000tons HNO3 1 year

1 year 8000 hours

=50tonsHNO3 solutions/hour

ABSORBER AND STRIPPER

3NO2+H2O ⇌2HNO3+NO

50tons HNO3 solution 0.6 tons HNO3

1 ton HNO3 solution

=

30 tons HNO3 Produced

30 tons HNO3 3 tons moles

NO2

1 ton mole

HNO3

46 tons NO2 100 tons NO2

fed

2 ton moles

HNO3

63 tons HNO3 1 ton mole

NO2

98 tons NO2

converted

=33.528 tons NO2 fed

Page 135: DESIGN PROJECT 2013

135

1 ton mole NO 30 tonsHNO3 1 ton mole HNO3 30 tons NO

2 ton moles HNO3 63 tons HNO3 1 ton mole NO

= 7.143 tons NO Produced

OXIDISING UNIT

2NO+O2⇌2NO2

33.528 tons NO2

fed

1 ton mole O2 1 ton mole NO2 32 tons O2

2 ton moles NO2 46 tons NO2 1 ton mole O2

=11.662 tons O2 converted

11.662 tons O2 1 ton mole O2 2 tons moles NO 30 tons NO

32 tons O2 1 ton mole O2 1 ton mole NO

=21.866 tons NO converted

11.662 tons O2 1 ton mole O2 2 tons moles NO

fed

30 tons NO fed

32 tons O2 1 ton mole O2 fed 1 ton mole NO fed

=21.866 tons NO fed

CONVERTER

4NH3+5O2⇌4NO+6H2O

23.197 tons NO 5 tons moles O2 1 ton mole NO 32 tons O2

Page 136: DESIGN PROJECT 2013

136

converted converted

4 tons moles NO 30 tons NO 1 ton mole O2

converted

=30.929 tons O2 converted

Quantity of O2 fed to the converted= (11.662+30.929) =42.591 tons O2 fed.

23.197 tons NO 4 tons moles NH3 1 ton mole NO 17 tons NH3

4 tons moles NO 30 tons NO 1 ton mole NH3

=13.145 tons NH3 converted.

13.145 tons NH3 1 ton NH3 fed

0.98 ton NH3 converted

=13.413 tons NH3 fed.

Quantity of NH3 leaving converter= (13.413-13.145) =0.268 tons NH3.

23.197 tons NO 6 tons moles H2O 1 ton mole NO 18 tons H2O

4 tons moles NO 30 tons NO 1 ton mole H2O

=20.877 tons H2O Produced.

0.005 tons H2O 13.413 tons NH3

0.995 tons NH3

0.0679

Total Quantity of H2O leaving Converter= (20.877+0.0679) = 20.95 tons.

Make up H2O is added to ensure efficient chemosorption.

Quantity of makeup water= 7.059

Page 137: DESIGN PROJECT 2013

137

Quantity of H2O fed to Absorber= (7.059+21.582) = 28.641 tons of H2O.

30 tons HNO3 1 ton mole HNO3 1 ton mole H2O 18 tons H2O

63 tons HNO3 2 tons moles HNO3 1 ton mole H2O

=4.286 tons H2O Required.

=0.64 tons O2

O2 left to react=6.32 tons O2 {6.96 – 0.64}

Assume 50% conversion of NO

Amount of NO reacted = 0.5 × 8.6 =4.3tons NO

0.27 tons NH3 5 mols O2 1 mol NH3 32 tons O2

4 mols NH3 17 tons NH3 1 mol NH3

4.3 tons NO 1 mol O2 1 mol NO 32 tons O2

2 mol NO 30 tons NO 1 mol O2

=2.29tons O2 reacted

Amount of leaving stripper: 6.32 – 2.29 = 4.03 tons O2

Amount of NO left unreacted: 8.6 – 4.3 = 4.3 tons

=0.48 tons NO

Total amount of NO leaving stripper = 4.3 + 0.48 =4.78 tons NO

Page 138: DESIGN PROJECT 2013

138

0.27ton NH3 6 mols H2O 1 mol NH3 18 tons H2O

4 mols NH3 17 tons NH3 1 mol H2O

=0.43 tons H2O

Total amount of water vapor leaving the stripper = 23.83 + 0.43 -20 =4.26 tons

NB: Amount ofH2O in HNO3 solution =20 tons.

4.3 tons NO 2 mols NO2 1 mol NO 46 tons NO2

2 mols NO 30 tons NO 1 mol NO2

=6.59 tons NO2

Total NO2 leaving stripper =6.59 + 0.672 = 7.262 tons NO2

COMBUSTION CHAMBER AND PURIFICATION REACTOR.

COMBUSTION CHAMBER

CH4 + 2O2 CO2 + 2H2O

2C2H6 + 7O2 4CO2 + 6H2O

2H2 + O2 2H2O

2NO + O2 2NO2

Assume 10 tonnes of natural gas supplied to combustion chamber with

composition in wt %

CH4:85.7, C2H6: 4.8, N2: 3.2, H2: 6.3

8.75 tons CH4 2 mols O2 1 mol CH4 32 tons O2

1 mol CH4 16 tons CH4 1 mol O2

=34.28 tons O2 required

8.57 tons CH4 1 mol CO2 1 mol CH4 44 tons CO2

Page 139: DESIGN PROJECT 2013

139

1.02 1 mol CH4 16 tons CH4 1 mol CO2

=23.10 tons CO2

8.57 tons CH4 2 mols H2O 1 mol CH4 18 tons H2O

1.02 1 mol CH4 16 tons CH4 1 mol H2O

=18.9 tons H2O

0.48 tons C2H6 7 mols O2 1 mol C2H6 32 tons 02

2 mols C2H6 30 tons C2H6 1 mol O2

=17.92 tons O2

0.48 tons C2H6 4 mols CO2 1 mol C2H6 44 tons CO2

1.02 2 mols C2H6 30 tons C2H6 1 mol CO2

=1.38 tons CO2

0.48 tons C2H6 6 mols H2O 1 mol C2H6 18 tons H2O

1.02 2 mols C2H6 30 tons C2H6 1 mol H2O

=0.847 tons H2O

0.3 tons H2 2 mols H2O 1 mol H2 18 tons H2O

2 mol H2 2 tons H2 1 mol H2O

2.7 tons H2O

N/B: Assume 50% conversion of H2, 90% conversion of CH4 and C2H6,30%

conversion of NO

Amount of CH4 leaving combustion chamber = 8.57(0.1) = 0.857 tons

Amount of C2H6 leaving combustion chamber = 0.48(0.1) =0.048 tons

APPENDIX III

ENERGY BALANCE CALCULATION

Unit 3: THE COMPRESSOR

Page 140: DESIGN PROJECT 2013

140

Tin= 20°C Tout=155°C

Heat, Q = n∆H = ∫T 1

T 2

CpdT

Components involved N2 an O2

Specific heat capacities;

N2 = 1.04 KJ/KgK and O2 = 0.6486 KJ/KgK

Enthalpy, H;

H1= 1.04(428−293) = 140.4 KJ/Kg

H2 = 0.64886(428− 293) = 87.56KJ/Kg

H3 = 0.6486 (428 – 293) = 87. 56KJ/Kg

Q= Heat output from the Compressor;

Q = n∆H = ∑ nHOut −∑ nHIn

187030(140.4) + 49720 (87.56) −49720 (87.56)

Q = 2625901 KJ/hr

Let q = Volumetric flowrate of air

q = Fair// Dair

Fair = Flow rate of air, Dair = Density of air

q = 236750 Kg/m3/1.178Kg/m3 = 200976.23 m3/hr

Theoretical Power of the Compressor= P1Q1ln (P1/P2)

= 1 ×200976.23 ln (7.3/ 1) = 399515.49 KJ/hr

Actual Shaft Work required = Theoretical power

Efficiency

= 399515.49/ 0.84 = 475613.68KJ

Page 141: DESIGN PROJECT 2013

141

APPPENDIX IV

EQUIPMENT DESIGN CALCULATION

STACK GAS HEATER

Q = 74322.76KJ/h, Th in =2000C, Th out = 1500C, Tc in = 300C,Tc out =118.480C, U =0.102Kw/m2

Converting Q = 74322.76KJ/h to KJ/s

74322.76/3600 =20.6452KJ/h

Tm= (Th¿−Tcout )−(Thout−Tc ¿)

ln [Th¿−Tc outThout−Tc¿

]

(200−118.48 )−(150−30)

ln [(200−118.48)

(150−30)]

81.52−120

ln81.52120

38.480.387

∆T m=99.43oC

A= QU ∆T m

20.64520.102×99.53

A = 2.03m2

Page 142: DESIGN PROJECT 2013

142

AMMONIA VAPORIZER

Q=149781.4KJhr

,∈KJ /sec=149781.43600

=41.606KJ /S

Tc¿=−33.4oC

Tcout=¿−28.19 9oC ¿

Th¿=208

Thout=167.2∆T m=(Th¿−Tcout)−(Thout−Tc¿)

ln [Th¿−Tc outThout−Tc¿

]

(208+28.199)−(167.2+33.4)

ln [ 208+28.199167.2+33.4

]

236.199−200.6

ln [236.199200.6

]

35.599ln 1.177

=35.5990.163

=218.4oC

U = 0.102KW/m2

A= QU ∆Tm

= 41.6060.102×218.4

=1.868m2

WASTE HEAT BOILER 1

∆T m=(Th¿−Tc out)−(Thout−Tc¿)

ln [Th¿−Tc outThout−Tc¿

]

Page 143: DESIGN PROJECT 2013

143

(890−410)−(250−30)

ln [ 890−410250−30

]= 480−220

ln480220

∆Tm=333.76

A= QU ∆Tm

= 4437.80.102×333.76

=4437.834.04

=130.73m2

WASTE HEAT BOILER 2

∆Tm=(208−150)−(50−32)

ln [ 208−15050−32

]=58−18

ln5818

= 40ln 3.2

=34.48

A= QU ∆Tm

Q = 149781.4KJ/hr, converting to KJ/s

= 41.61KJ/S

41.610.102×34.48

=11.83m2

NH3 SUPERHEATER.

∆T m=(Th¿−Tc out)−(Thout−Tc¿)

ln [Th¿−Tc outThout−Tc¿

]

∆Tm=(410−26.65)−(330−28.2)

ln [ 410−26.65330−28.2

]= 81.55ln 1.2702

=340.95oC

Q = 4437.85KJ/S.

U = 0.102KW/m2

Page 144: DESIGN PROJECT 2013

144

A= 4437.850.102×340.95

=127.6m2

AIR HEATER

Q = 14881486.75KJ/hr = 4133.7KJ/S.

∆Tm=(350−250)−(200−155)

ln [ 350−250200−155

]= 100−45

ln (10045

)= 55ln2.22

= 550.799

=68.8 4oC

A= QU ∆Tm

=4133.77.02

=588.7m2

Page 145: DESIGN PROJECT 2013

145

APPENDIX V

EQUIPMENT COSTING CALCULATION

IN 1998

Cost∈Am2=cost of 500m2×( A m2

500m2)0.6

IN 2013

Cost∈2013=cost∈1998×( 2013 index1998 index

)

Index in 1998 = 390

Index in 2013 = 683.6

AMMONIA VAPORIZER

Cost of 500m2 = N1.84 million

A = 1.87m2

Cost∈1998=N1.84million×(1.87500

)0.6

=N 0.06million

Cost∈2013=N 0.06million×( 683.6390

)

N 0.11 million.

WASTE HEAT BOILER 1

Page 146: DESIGN PROJECT 2013

146

IN 1998

Cost∈Am2=cost of 500m2×( A m2

500m2)0.6

IN 2013

Cost∈2013=cost∈1998×( 2013 index1998 index

)

Index in 1998 = 390

Index in 2013 = 683.6

Cost of 500m2 = N1.84 million

WASTE HEATER BOILER 2

In 1998

Cost∈Am2=N 1.84million×( 11.8500

)0.6

N 1.84million×(0.0236)0.6

cost of Am2=N 1.84million×0.106N 0.19million

In 2013

cost of 2013=N 0.19million× 683.6390

=N 0.33million

AMMONIA SUPERHEATER

A = 128m2

Cost in 1998

Page 147: DESIGN PROJECT 2013

147

Cost of 128m2=N 1.84million×( 128500

)0.6

=N 0.8214million

Cost in 2013

cost of 2013=N 0.8124million× 683.6390

=N 1.424million

WASTE HEAT BOILER 1

A = 130.5m2

In 1998

Cost∈Am2=cost of 500m2×( A m2

500m2)0.6

Cost of 130.5m2=N 1.84million×( 130.5500

)0.6

=N 0.8219mi llion

cost of 2013=N 0.8219million× 683.6390

=N 1.44million

FOR AIR HEATER

IN 1998

Cost∈Am2=cost of 500m2×( A m2

500m2)0.6

IN 2013

Cost∈2013=cost∈1998×( 2013 index1998 index

)

Index in 1998 = 390

Index in 2013 = 683.6

Cost of 500m2 = N1.84 million

Cost of Am2=N 1.84million×( 588.7500

)0.6

=N 2.1million

Page 148: DESIGN PROJECT 2013

148

cost of 2013=N 2.1million× 683.6390

=N 3.68million

STACK GAS HEATER

1998

Cost∈Am2=N 1.84million×( 2.03500

)0.6

=0.068million

cost of 2013=N 0.068million × 683.6390

=N 0.119million

CONVERTER

Cost index 2013 = 680.1

Cost index 1990 = 390

Volume = 600 gallon

Cost for 600 gallon in 1990 = 17000

Cost of 1million gallon∈1990=17000×(1000000600

)0.6

=$1.457 million

Cost∈2013=$ 1.457( 680390

)=$2.541million

COMPRESSOR

In 1990

Cost of eq1 = cost of eq2(cap1cap2

)0.6

Cost of eq1 = $2100 ×( 7294447.8

)0.6

Cost of eq1 = $ 11203.4

Page 149: DESIGN PROJECT 2013

149

Cost in 2013 = cost in 1990 ×( cost index2013cost index1990

)

cost in 2013 = 11203.4 (928.1756.3

)

=$ 13748.4

= # 2.2 million

Cost for nitric acid storage tank

Given volume of the tank at 1990 = 12 × 1606 gallons

Cost at 1990 = $170000

Cost index at 2013 = 683.6

Cost index at 1990 =395

Volume of storage tank =28.3m3 to liters =23800l

For 5000 gallons

Cost at 1990 = 170000( 5000

12×106)0.6

1637.96 = $2830.56

= #447228

Cost in 2013 = 1593.39( 683.6395

¿

= $2830.56

= N447228.00

For year 2006

Cost of equipment 1 = cost of equipment 2( capacity of equipment1capacity of equipment2

)

Page 150: DESIGN PROJECT 2013

150

For year 2006 cost∈2006cost∈2013 = CPE∈2006

CPE∈2013

RATIO METHOD

Cost of designed plant = cost of previous plant (capacity of designed plantcapacity of previous plant

)n

Cost of 1200tons per day =cost of 280 per day( 1200280

)0.6

= $60 million( 1200280 )0.6 = $144 million

=#23 billion

STEP COUNTING METHOD

C = 14000 N Q0.615

N = 13(number of functional units)

Q = 400000 tons/yr (capacity of plant)

C = 14000 ×13×(400000)0.615= $507 million

= # 79.8 billion