Network Analysis Technology for Microsoft Network Visibility

         Network Analysis Technology for  Microsoft Network Visibility                                                               Version 1.0

                 Contents 

                 Overview 

1. Introduction 

2. Features of our network analysis technology for Microsoft network n 

visibility

2.1. Analyzing Microsoft networks
2.2. Developing action information
2.3. Output of action information
2.4. What is action information 

3. Fundamentals for Microsoft network analysis 

3.1. Computer Browser Service
3.2. Name resolution service
3.3. File sharing service
3.4. Authentication 

4. Analyzing Microsoft networks 

4.1. Capturing Microsoft network packets
4.2. Ports related to Microsoft networks
4.3. Analyzing Microsoft network packets
4.4. Forming a relationship with packet analysis results
4.4.1. Forming a relationship with SM b  packet analysis results
4.4.2. SM b file access process flow
4.4.3. Forming a relationship with Net Bios over TSP /IP packet analysis results
4.4.4. Forming a relationship with KEROSENE packet analysis results 

5. Conclusion

  Download here 

 For any quarry please contact us.

Trigonometric Functions

                                       Trigonometric Functions
Content with-  Formulas for Finding Functions of Angles and To Find Angles and Sides of Right Angle Triangles, To Find Angles and Sides of Oblique Angle Triangles, Trigonometric Functions, Conversion Tables.
                               Download here
                                         

Properties of Steel

                                            Properties of Steel

The information shown below is offered as a general guide to physical properties of steel in common use. Lower tensile properties are to be expected in large sections; the values of strength decrease as the size of the section increases. These values are not guaranteed and must NOT be used in specifying the raw materials or as a basis for acceptance or rejection of material. It must not be assumed that these properties will be obtained in all cases as they var widely with permissible variations in analysis, size of section, rolling conditions, grain size and methods of heat treatment. Dependable physical properties can only be obtained through carefully controlled analysis and heat treatment.

Average Properties of Standard Steels
    Download here

basice formulas in pdf

1) here are some formulas and tables for basic use.
       Download here

2) M e t a l    P r o p e r t i e s  
     Physical Properties of Various Metals
        Download  here

3)  1- Shaft  Selection

      Important factors to consider when calculating shaft size

(a) shafting is subject to a bending moment and a torsional moment.

(b) bending moment is that force which tends to bend a  shaft.

(c) torsional moment is that force which tends to twist a  shaft.

(d) shaft size is determined by the combined action of the  bending and torsional moments.

       Download here

      2- Shaft Tables (graph)

       Download here 

4) Trough End Bearing Housing Installation

      Download here 

5) Sprockets Table

     Download here

6) Vibrations
     Download here

   
for any quarry or help please contact us. 

Downloadable important formula

 Downloadable important formulas in PDF and DOC-

                                    Tyler G. Hicks,
P.E. International Engineering Associates Member: American Society of Mechanical Engineers United States Naval
                              McGRAW­HILL
New York Chicago San Francisco Lisbon London Madrid Mexico City Milan New Delhi San Juan               eBOOK


                                          CONTENTS

Preface xiii

Acknowledgments xv

How to Use This Book xvii

Chapter 1. Conversion Factors for Civil

Engineering Practice 1

Chapter 2. Beam Formulas 15

Continuous Beams / 16

Ultimate Strength of Continuous Beams / 53

Beams of Uniform Strength / 63

Safe Loads for Beams of Various Types / 64

Rolling and Moving Loads / 79

Curved Beams / 82

Elastic Lateral Buckling of Beams / 88

Combined Axial and Bending Loads / 92

Unsymmetrical Bending / 93

Eccentric Loading / 94

Natural Circular Frequencies and Natural Periods

of Vibration of Prismatic Beams / 96

Copyright 2002 The McGraw-Hill Companies. Click Here for Terms of Use.

vi CONTENTS

Chapter 3. Column Formulas 99

General Considerations / 100

Short Columns / 102

Eccentric Loads on Columns / 102

Column Base Plate Design / 111

American Institute of Steel Construction Allowable-Stress

Design Approach / 113

Composite Columns / 115

Elastic Flexural Buckling of Columns / 118

Allowable Design Loads for Aluminum Columns / 121

Ultimate-Strength Design of Concrete Columns / 124

Chapter 4. Piles and Piling Formulas 131

Allowable Loads on Piles / 132

Laterally Loaded Vertical Piles / 133

Toe Capacity Load / 134

Groups of Piles / 136

Foundation-Stability Analysis / 139

Axial-Load Capacity of Single Piles / 143

Shaft Settlement / 144

Shaft Resistance to Cohesionless Soil / 145

Chapter 5. Concrete Formulas 147

Reinforced Concrete / 148

Water/Cementitious Materials Ratio / 148

Job Mix Concrete Volume / 149

Modulus of Elasticity of Concrete / 150

Tensile Strength of Concrete / 151

Reinforcing Steel / 151

Continuous Beams and One-Way Slabs / 151

Design Methods for Beams, Columns, and Other Members / 153

Properties in the Hardened State / 167

viii CONTENTS

Compression at Angle to Grain / 220

Recommendations of the Forest Products Laboratory / 221

Compression on Oblique Plane / 223

Adjustments Factors for Design Values / 224

Fasteners for Wood / 233

Adjustment of Design Values for Connections with

Fasteners / 236

Roof Slope to Prevent Ponding / 238

Bending and Axial Tension / 239

Bending and Axial Compression / 240

Chapter 7. Surveying Formulas 243

Units of Measurement / 244

Theory of Errors / 245

Measurement of Distance with Tapes / 247

Vertical Control / 253

Stadia Surveying / 253

Photogrammetry / 255

Chapter 8. Soil and Earthwork Formulas 257

Physical Properties of Soils / 258

Index Parameters for Soils / 259

Relationship of Weights and Volumes in Soils / 261

Internal Friction and Cohesion / 263

Vertical Pressures in Soils / 264

Lateral Pressures in Soils, Forces on Retaining Walls / 265

Lateral Pressure of Cohesionless Soils / 266

Lateral Pressure of Cohesive Soils / 267

Water Pressure / 268

Lateral Pressure from Surcharge / 268

Stability of Slopes / 269

Bearing Capacity of Soils / 270

Settlement under Foundations / 271

Soil Compaction Tests / 272

Compaction Equipment / 275

Formulas for Earthmoving / 276

Scraper Production / 278 Vibration Control in Blasting / 280

Chapter 9. Building and Structures Formulas 283

Load-and-Resistance Factor Design for Shear in Buildings / 284

Allowable-Stress Design for Building Columns / 285

Load-and-Resistance Factor Design for Building Columns / 287

Allowable-Stress Design for Building Beams / 287

Load-and-Resistance Factor Design for Building Beams / 290

Allowable-Stress Design for Shear in Buildings / 295

Stresses in Thin Shells / 297

Bearing Plates / 298

Column Base Plates / 300

Bearing on Milled Surfaces / 301

Plate Girders in Buildings / 302

Load Distribution to Bents and Shear Walls / 304

Combined Axial Compression or Tension and Bending / 306 Webs under Concentrated Loads / 308

Design of Stiffeners under Loads / 311 Fasteners for Buildings / 312

Composite Construction / 313

Number of Connectors Required for Building Construction / 316

Ponding Considerations in Buildings / 318

Chapter 10. Bridge and Suspension-Cable

Formulas 321

Shear Strength Design for Bridges / 322

Allowable-Stress Design for Bridge Columns / 323

Load-and-Resistance Factor Design for Bridge Columns / 324

Allowable-Stress Design for Bridge Beams / 325

Stiffeners on Bridge Girders / 327

Hybrid Bridge Girders / 329

x CONTENTS

Load-Factor Design for Bridge Beams / 330

Bearing on Milled Surfaces / 332

Bridge Fasteners / 333

Composite Construction in Highway Bridges / 333

Number of Connectors in Bridges / 337

Allowable-Stress Design for Shear in Bridges / 339

Maximum Width/Thickness Ratios for Compression

Elements for Highway Bridges / 341

Suspension Cables / 341

General Relations for Suspension Cables / 345

Cable Systems / 353

Chapter 11. Highway and Road Formulas 355

Circular Curves / 356

Parabolic Curves / 359

Highway Curves and Driver Safety / 361

Highway Alignments / 362

Structural Numbers for Flexible Pavements / 365

Transition (Spiral) Curves / 370

Designing Highway Culverts / 371

American Iron and Steel Institute (AISI) Design

Procedure / 374

Chapter 12. Hydraulics and Waterworks

Formulas 381

Capillary Action / 382

Viscosity / 386

Pressure on Submerged Curved Surfaces / 387

Fundamentals of Fluid Flow / 388

Similitude for Physical Models / 392

Fluid Flow in Pipes / 395

Pressure (Head) Changes Caused by Pipe Size Change / 403

Flow through Orifices / 406

Fluid Jets / 409

Orifice Discharge into Diverging Conical Tubes / 410

Water Hammer / 412

Pipe Stresses Perpendicular to the Longitudinal Axis / 412 Temperature Expansion of Pipe / 414

Forces Due to Pipe Bends / 414

Culverts / 417

Open-Channel Flow / 420

Manning’s Equation for Open Channels / 424

Hydraulic Jump / 425

Nonuniform Flow in Open Channels / 429 Weirs / 436

Flow Over Weirs / 438

Prediction of Sediment-Delivery Rate / 440

Evaporation and Transpiration / 442

Method for Determining Runoff for Minor

Hydraulic Structures / 443

Computing Rainfall Intensity / 443

Groundwater / 446 Water Flow for Firefighting / 446

Flow from Wells / 447

Economical Sizing of Distribution Piping / 448 Venturi Meter Flow Computation / 448

Hydroelectric Power Generation / 449

Index 451
    DOWNLOAD HERE
 For any quarry please contact us.

Some starting images of aerodynamic

Now here are in few post i am presenting some important technical and engineering  Documents in PDF and DOC:


                                     Some starting images of aerodynamic :  

a: https://docs.google.com/document/d/1Ntz4benaRdv4pjqwhrKxCjn_Osivz0OmSnIDOk4Ti9U/edit?usp=sharing 

b: https://docs.google.com/document/d/1qZJo0IJTPa8Goe3v6f3Ng_WuV7MyTU9M0NyU0VTSou8/edit?usp=sharing

c: https://docs.google.com/document/d/1R6FWtydBLaG44AWLEimgOZpKnt_OwTEeBZQYdF1omnE/edit?usp=sharing

d: https://docs.google.com/document/d/19PkSbUZ6o3S038_lhBEFNQ7eQWT8GtXuorHj7DsgKl0/edit?usp=sharing

Boiler Feed Water Treatment

Boiler Feed Water Treatment

Producing quality steam on demand depends on properly managed water treatment to control steam purity, deposits and corrosion. A boiler is the sump of the boiler system. It ultimately receives all of the pre-boiler contaminants. Boiler performance, efficiency, and service life are direct products of selecting and controlling feed water used in the boiler.

When feed water enters the boiler, the elevated temperatures and pressures cause the components of water to behave differently. Most of the components in the feed water are soluble. However, under heat and pressure most of the soluble components come out of solution as particulate solids, sometimes in crystallized forms and other times as amorphous particles. When solubility of a specific component in water is exceeded, scale or deposits develop. The boiler water must be sufficiently free of deposit forming solids to allow rapid and efficient heat transfer and it must not be corrosive to the boiler metal.

Deposit control

Deposits in boilers may result from hardness contamination of feed water and corrosion products from the condensate and feed water system. Hardness contamination of the feed water may arise due to deficient softener system.

Deposits and corrosion result in efficiency losses and may result in boiler tube failures and inability to produce steam. Deposits act as insulators and slow heat transfer. Large amounts of deposits throughout the boiler could reduce the heat transfer enough to reduce the boiler efficiency significantly. Different types of deposits affect the boiler efficiency differently. Thus it may be useful to analyze the deposits for their characteristics. The insulating effect of deposits causes the boiler metal temperature to rise and may lead to tube-failure by overheating.

Impurities causing deposits

The most important chemicals in water that influence the formation of deposits in the boilers are the salts of calcium and magnesium, which are known as hardness salts.

Calcium and magnesium bicarbonate dissolve in water to form an alkaline solution and these salts are known as alkaline hardness. They decompose upon heating, releasing carbon dioxide and forming a soft sludge, which settles out. These are called temporary hardness-hardness that can be removed by boiling.

Calcium and magnesium sulphates, chlorides and nitrates etc., when dissolved in water, are chemically neutral and are known as non-alkaline hardness. These are called permanent hardness chemicals and form hard scales on boiler surfaces, which are difficult to remove. Non-alkalinity hardness chemicals fall out the solution due to reduction in solubility as the temperature rises, by concentration due to evaporation which takes place within the boiler, or by chemical change to a less soluble compound.

Silica

The presence of silica in boiler water can rise to formation of hard silicate scales. It can also associate with calcium and magnesium salts, forming calcium and magnesium silicates of very low thermal conductivity. Silica can give rise to deposits on steam turbine blades, after been carried over either in droplets of water in steam, or in volatile form in steam at higher pressures.

Two major types of boiler water treatment are: Internal water treatment and External water treatment.

Internal water treatment

Internal treatment is carried out by adding chemicals to boiler to prevent the formation of scale by converting the scale-forming compounds to free-flowing sludges, which can be removed by blowdown. This method is limited to boilers, where feed water is low in hardness salts, to low pressures- high TDS content in boiler water is tolerated, and when only small quantity of water is required to be treated. If these conditions are not applied, then high rates of blowdown are required to dispose off the sludge. They become uneconomical from heat and water loss consideration.

Different waters require different chemicals. Sodium carbonate, sodium aluminate, sodium phosphate, sodium sulphite and compounds of vegetable or inorganic origin are all used for this purpose. Proprietary chemicals are available to suit various water conditions. The specialist must be consulted to determine the most suitable chemicals to use in each case. Internal treatment alone is not recommended.

External Water Treatment

External treatment is used to remove suspended solids, dissolved solids (particularly the calcium and magnesium ions which are major causes of scale formation) and dissolved gases (oxygen and carbon dioxide).

The external treatment processes available are:

• Ion exchange
• De-aeration (mechanical and chemical)
• Reverse osmosis
• Demineralization

Before any of these are used, it is necessary to remove suspended solids and colour from the raw water, because these may foul the resins used in the subsequent treatment sections.

Methods of pre-treatment include simple sedimentation in settling tanks or settling in clarifiers with aid of coagulants and flocculants. Pressure sand filters, with spray aeration to remove carbon dioxide and iron, may be used to remove metal salts from bore well water.

The first stage of treatment is to remove hardness salt and possibly non-hardness salts. Removal of only hardness salts is called softening, while total removal of salts from solution is called demineralization.

The external water treatment processes are described below.

Ion-exchange process (Softener Plant) 

In ion-exchange process, the hardness is removed as the water passes through a bed of natural zeolite or synthetic resin and without the formation of any precipitate. The simplest type is ‘base exchange’ in which calcium and magnesium ions are exchanged for sodium ions. After saturation regeneration is done with sodium chloride. The sodium salts being soluble, do not form scales in boilers. Since the base exchanger only replaces the calcium and magnesium with sodium, it does not reduce the TDS content, and blowdown quantity. It also does not reduce the alkalinity.

Demineralization is the complete removal of all salts. This is achieved by using a “cation” resin, which exchanges the cations in the raw water with hydrogen ions, producing hydrochloric, sulphuric and carbonic acid. Carbonic acid is removed in degassing tower in which air is blown through the acid water. Following this, the water passes through an “anion” resin which exchanges anions with the mineral acid (e.g. sulphuric acid) and forms water. Regeneration of cations and anions is necessary at intervals using, typically, mineral acid and caustic soda respectively. The complete removal of silica can be achieved by correct choice of anion resin.

Ion exchange processes can be used for almost total demineralization if required, as is the case in large electric power plant boilers.

De-aeration

In de-aeration, dissolved gases, such as oxygen and carbon dioxide, are expelled by preheating the feed water before it enters the boiler.

All natural waters contain dissolved gases in solution. Certain gases, such as carbon dioxide and oxygen, greatly increase corrosion. When heated in boiler systems, carbon dioxide (CO 2) and oxygen (O 2) are released as gases and combine with water (H 2O) to form carbonic acid, (H 2CO 3).

Removal of oxygen, carbon dioxide and other non-condensable gases from boiler feed water is vital to boiler equipment longevity as well as safety of operation. Carbonic acid corrodes metal reducing the life of equipment and piping. It also dissolves iron (Fe) which when returned to the boiler precipitates and causes scaling on the boiler and tubes. This scale not only contributes to reducing the life of the equipment but also increases the amount of energy needed to achieve heat transfer.

De-aeration can be done by mechanical de-aeration, by chemical de-aeration or by both together.

Mechanical de-aeration 

Mechanical de-aeration for the removal of these dissolved gases is typically utilized prior to the addition of chemical oxygen scavengers. Mechanical de-aeration is based on Charles' and Henry's laws of physics. Simplified, these laws state that removal of oxygen and carbon dioxide can be accomplished by heating the boiler feed water, which reduces the concentration of oxygen and carbon dioxide in the atmosphere surrounding the feed water. Mechanical de-aeration can be the most economical. They operate at the boiling point of water at the pressure in the de-aerator. They can be of vacuum or pressure type.

The vacuum type of de-aerator operates below atmospheric pressure, at about 82oC, can reduce the oxygen content in water to less than 0.02 mg/litre. Vacuum pumps or steam ejectors are required to maintain the vacuum.

The pressure-type de-aerators operates by allowing steam into the feed water through a pressure control valve to maintain the desired operating pressure, and hence temperature at a minimum of 105oC. The steam raises the water temperature causing the release of O2 and CO2 gases that are then vented from the system. This type can reduce the oxygen content to 0.005 mg/litre.

Where excess low-pressure steam is available, the operating pressure can be selected to make use of this steam and hence improve fuel economy.

            In boiler systems, steam is preferred for de-aeration because:

• Steam is essentially free from O2 and CO2,
• Steam is readily available
• Steam adds the heat required to complete the reaction.

Chemical de-aeration 

While the most efficient mechanical deaerators reduce oxygen to very low levels (0.005 mg/liter), even trace amounts of oxygen may cause corrosion damage to a system. Consequently, good operating practice requires removal of that trace oxygen with a chemical oxygen scavenger such as sodium sulfite or hydrazine. Sodium sulphite reacts with oxygen to form sodium sulphate, which increases the TDS in the boiler water and hence increases the blowdown requirements and make-up water quality. Hydrazine reacts with oxygen to form nitrogen and water. It is invariably used in high pressures boilers when low boiler water solids are necessary, as it does not increase the TDS of the boiler water.

Reverse osmosis

Reverse osmosis uses the fact that when solutions of differing concentrations are separated by a semi-permeable membrane, water from less concentrated solution passes through the membrane to dilute the liquid of high concentration. If the solution of high concentration is pressurized, the process is reversed and the water from the solution of high concentration flows to the weaker solution. This is known as reverse osmosis.

The semi-permeable nature of the membrane allows the water to pass much more readily than the dissolved minerals. Since the water in the less concentrated solution seeks to dilute the more concentrated solution, the water passage through the membrane generates a noticeable head difference between the two solutions. This head difference is a measure of the concentration difference of the two solutions and is referred to as the osmotic pressure difference.

When a pressure is applied to the concentrated solution which is great that the osmotic pressure difference, the direction of water passage through the membrane is reversed and the process that we refer to as reverse osmosis is established. That is, the membrane's ability to selectively pass water is unchanged, only the direction of the water flow is changed.

The feed water and concentrate (reject stream) ports illustrates a continuously operating RO system.

The quality of water produced depends upon the concentration of the solution on the high-pressure side and pressure differential across the membrane. This process is suitable for waters with very high TDS, such as sea water.

Recommended boiler and feed water quality

The impurities found in boiler water depend on the untreated feed water quality, the treatment process used and the boiler operating procedures. As a general rule, the higher the boiler operating pressure, the greater will be the sensitivity to impurities.

for any quarry please feel free to contact us.

Energy efficiency opportunities

This section includes Energy Efficiency Opportunities related to combustion, Heat Transfer, Avoidable losses, Auxiliary Power Consumption, Water Quality and Blow Down. This section also includes Thumb rules for Energy Conservation.                     Energy losses and therefore energy efficiency opportunities in boilers can be related to combustion, heat transfer, avoidable losses, high auxiliary power consumption, water quality and blowdown.                 The various energy efficiency opportunities in boiler system can be related to: Stack temperature control Feed water preheating using economizers Combustion air pre-heating Incomplete combustion minimization Excess air control Radiation and convection heat loss avoidance Reduction of scaling and soot losses Reduction of boiler steam pressure Variable speed control for fans, blowers and pumps Controlling boiler loading Proper boiler scheduling Boiler replacement            These are explained in the sections below. Stack Temperature Control  The stack temperature should be as low as possible. However, it should not be so low that water vapor in the exhaust condenses on the stack walls. This is important in fuels containing significant sulfur as low temperature can lead to sulfur dew point corrosion. Stack temperatures greater than 200°C indicates potential for recovery of waste heat. It also indicates the scaling of heat transfer/recovery equipment and hence the urgency of taking an early shut down for water / flue side cleaning. Feed Water Preheating using Economizers  Typically, the flue gases leaving a modern 3-pass shell boiler are at temperatures of 200 to 300 oC. Thus, there is a potential to recover heat from these gases. The flue gas exit temperature from a boiler is usually maintained at a minimum of 200 oC, so that the sulphur oxides in the flue gas do not condense and cause corrosion in heat transfer surfaces. When a clean fuel such as natural gas, LPG or gas oil is used, the economy of heat recovery must be worked out, as the flue gas temperature may be well below 200 oc . The potential for energy saving depends on the type of boiler installed and the fuel used. For a typically older model shell boiler, with a flue gas exit temperature of 260 oC, an economizer could be used to reduce it to 200 oC, increasing the feed water temperature by 15 oC. Increase in overall thermal efficiency would be in the order of 3%. For a modern 3-pass shell boiler firing natural gas with a flue gas exit temperature of 140 oC a condensing economizer would reduce the exit temperature to 65 oC increasing thermal efficiency by 5%. Combustion Air Preheating Combustion air preheating is an alternative to feed water heating. In order to improve thermal efficiency by 1%, the combustion air temperature must be raised by 20 oC. Most gas and oil burners used in a boiler plant are not designed for high air-preheat temperatures. Modern burners can withstand much higher combustion air preheat, so it is possible to consider such units as heat exchanges in the exit flue as an alternative to an economizer, when either space or a high feed water return temperature make it viable.  Incomplete Combustion Incomplete combustion can arise from a shortage of air or surplus of fuel or poor distribution of fuel. It is usually obvious from the color or smoke, and must be corrected immediately. In the case of oil and gas fired systems, CO or smoke (for oil fired systems only) with normal or high excess air indicates burner system problems. A more frequent cause of incomplete combustion is the poor mixing of fuel and air at the burner. Poor oil fires can result from improper viscosity, worn tips, canonization on tips and deterioration of diffuses or spinner plates. With coal firing, sunburned carbon can comprise a big loss. It occurs as grit carry-over or carbon-in-ash and may amount to more than 2% of the heat supplied to the boiler. Non uniform fuel size could be one of the reasons for incomplete combustion. In chain grate stokers, large lumps will not burn out completely, while small pieces and fines may block the air passage, thus causing poor air distribution. In sprinkler stokers, stoker grate condition, fuel distributors, wind box air regulation and over-fire systems can affect carbon loss. Increase in the fines in pulverized coal also increases carbon loss.  Excess Air Control The table below gives the theoretical amount of air required for combustion of various types of fuel. Excess air is required in all practical cases to ensure complete combustion, to allow for the normal variations in combustion and to ensure satisfactory stack conditions for some fuels. The optimum excess air level for maximum boiler efficiency occurs when the sum of the losses due to incomplete combustion and loss due to heat in flue gases is minimized. This level varies with furnace design, type of burner, fuel and process variables. It can be determined by conducting tests with different air fuel ratios. THEORETICAL COMBUSTION DATA – COMMON BOILER FUELS Fuel kg of air req./kg of fuel CO 2% in flue gas achieved in practice Solid Fuels Bagasse Coal (bituminous) Lignite Paddy Husk Wood 3.3 10.7 8.5 4.5 5.7 10-12 10-13 9 -13 14-15 11.13 Liquid Fuels Furnace Oil LSHS 13.8 14.1 9-14 9-14 Reference: ALFA,s Field Experience                     TYPICAL VALUES OF EXCESS AIR LEVELS FOR DIFFERENT FUELS Fuel Type of Furnace or Burners Excess Air(% by wt) Pulverized coal Completely water-cooled furnace for slag-tap or dry-ash removal 15-20 Partially water-cooled furnace for dry-ash removal 15-40 Coal Spreader stoker 30-60 Water-cooler vibrating-grate stokers 30-60 Chain-grate and traveling-grate stokers 15-50 Underfeed stoker 20-50 Fuel oil Oil burners, register type 15-20 Multi-fuel burners and flat-flame 20-30 Natural gas High pressure burner 5-7 Wood Dutch over (10-23% through grates) and Hofft type 20-25 Bagasse All furnaces 25-35 Black liquor Recovery furnaces for draft and soda-pulping processes 30-40 Reference: ALFA,s Experience Controlling excess air to an optimum level always results in reduction in flue gas losses; for every 1% reduction in excess air there is approximately 0.6% rise in efficiency. Various methods are available to control the excess air: Portable oxygen analyzers and draft gauges can be used to make periodic readings to guide the operator to manually adjust the flow of air for optimum operation. Excess air reduction up to 20% is feasible. The most common method is the continuous oxygen analyzer with a local readout mounted draft gauge, by which the operator can adjust air flow. A further reduction of 10-15% can be achieved over the previous system. The same continuous oxygen analyzer can have a remote controlled pneumatic damper positioned, by which the readouts are available in a control room. This enables an operator to remotely control a number of firing systems simultaneously. The most sophisticated system is the automatic stack damper control, whose cost is really justified only for large systems.  Radiation and Convection Heat Loss Minimization The external surfaces of a shell boiler are hotter than the surroundings. The surfaces thus lose heat to the surroundings depending on the surface area and the difference in temperature between the surface and the surroundings. The heat loss from the boiler shell is normally a fixed energy loss, irrespective of the boiler output. With modern boiler designs, this may represent only 1.5% on the gross calorific value at full rating, but will increase to around 6%, if the boiler operates at only 25 percent output. Repairing or augmenting insulation can reduce heat loss through boiler walls and piping.  Automatic Blowdown Control  Uncontrolled continuous blowdown is very wasteful. Automatic blowdown controls can be installed that sense and respond to boiler water conductivity and pH. A 10% blow down in a 15 kg/cm 2 boiler results in 3% efficiency loss. Reduction of Scaling and Soot Losses  In oil and coal-fired boilers, soot buildup on tubes acts as an insulator against heat transfer. Any such deposits should be removed on a regular basis. Elevated stack temperatures may indicate excessive soot buildup. Also same result will occur due to scaling on the water side. High exit gas temperatures at normal excess air indicate poor heat transfer performance. This condition can result from a gradual build-up of gas-side or waterside deposits. Waterside deposits require a review of water treatment procedures and tube cleaning to remove deposits. An estimated 1% efficiency loss occurs with every 22 oC increase in stack temperature. Stack temperature should be checked and recorded regularly as an indicator of soot deposits. When the flue gas temperature rises about 20oC above the temperature for a newly cleaned boiler, it is time to remove the soot deposits. It is, therefore, recommended to install a dial type thermometer at the base of the stack to monitor the exhaust flue gas temperature. It is estimated that 3 mm of soot can cause an increase in fuel consumption by 2.5% due to increased flue gas temperatures. Periodic off-line cleaning of radiant furnace surfaces, boiler tube banks, economizers and air heaters may be necessary to remove stubborn deposits. Reduction of Boiler Steam Pressure This is an effective means of reducing fuel consumption, if permissible, by as much as 1 to 2%. Lower steam pressure gives a lower saturated steam temperature and without stack heat recovery, a similar reduction in the temperature of the flue gas temperature results. Steam is generated at pressures normally dictated by the highest pressure / temperature requirements for a particular process. In some cases, the process does not operate all the time, and there are periods when the boiler pressure could be reduced. The energy manager should consider pressure reduction carefully, before recommending it. Adverse effects, such as an increase in water carryover from the boiler owing to pressure reduction, may negate any potential saving. Pressure should be reduced in stages, and no more than a 20 percent reduction should be considered. Variable Speed Control for Fans, Blowers and Pumps Variable speed control is an important means of achieving energy savings. Generally, combustion air control is effected by throttling dampers fitted at forced and induced draft fans. Though dampers are simple means of control, they lack accuracy, giving poor control characteristics at the top and bottom of the operating range. In general, if the load characteristic of the boiler is variable, the possibility of replacing the dampers by a VSD should be evaluated.  Effect of Boiler Loading on Efficiency The maximum efficiency of the boiler does not occur at full load, but at about two-thirds of the full load. If the load on the boiler decreases further, efficiency also tends to decrease. At zero output, the efficiency of the boiler is zero, and any fuel fired is used only to supply the losses. The factors affecting boiler efficiency are : As the load falls, so does the value of the mass flow rate of the flue gases through the tubes. This reduction in flow rate for the same heat transfer area reduces the exit flue gas temperatures by a small extent, reducing the sensible heat loss. Below half load, most combustion appliances need more excess air to burn the fuel completely. This increases the sensible heat loss. In general, efficiency of the boiler reduces significantly below 25% of the rated load and operation of boilers below this level should be avoided as far as possible. Proper Boiler Scheduling Since, the optimum efficiency of boilers occurs at 65-85% of full load, it is usually more efficient, on the whole, to operate a fewer number of boilers at higher loads, than to operate a large number at low loads.  Boiler Replacement The potential savings from replacing a boiler depend on the anticipated change in overall efficiency. A change in a boiler can be financially attractive if the existing boiler is: Old and inefficient Not capable of firing cheaper substitution fuel Over or under-sized for present requirements Not designed for ideal loading conditions The feasibility study should examine all implications of long-term fuel availability and company growth plans. All financial and engineering factors should be considered. Since boiler plants traditionally have a useful life of well over 25 years, replacement must be carefully studied.  for any quarry please contact us.

Indirect method of determining boiler efficiency

Indirect method of determining boiler efficiency

Methodology

The reference standards for Boiler Testing at Site using the indirect method are the British Standard, BS 845:1987 and the USA StandardASME PTC-4-1 Power Test Code Steam Generating Units.

The indirect method is also called the heat loss method. The efficiency can be calculated by subtracting the heat loss fractions from 100 as follows:

Efficiency of boiler (n) = 100 - (i + ii + iii + iv + v + vi + vii)

Whereby the principle losses that occur in a boiler are loss of heat due to:

i.   Dry flue gas
ii.  Evaporation of water formed due to H2 in fuel
iii. Evaporation of moisture in fuel
iv. Moisture present in combustion air
v.  Unburnt fuel in fly ash
vi. Unburnt fuel in bottom ash
vii. Radiation and other unaccounted losses

Losses due to moisture in fuel and due to combustion of hydrogen are dependent on the fuel, and cannot be controlled by design.

The data required for calculation of boiler efficiency using the indirect method are:

• Ultimate analysis of fuel (H2, O2, S, C, moisture content, ash content)
• Percentage of oxygen or CO2 in the flue gas
• Flue gas temperature in oC (Tf)
• Ambient temperature in oC (Ta) and humidity of air in kg/kg of dry air
• GCV of fuel in kcal/kg
• Percentage combustible in ash (in case of solid fuels)
• GCV of ash in kcal/kg (in case of solid fuels)

A detailed procedure for calculating boiler efficiency using the indirect method is given below. However, practicing energy managers in industries usually prefer simpler calculation procedures.

Step 1: Calculate the theoretical air requirement

= [(11.43 x C) + {34.5 x (H2 – O2/8)} + (4.32 x S)]/100 kg/kg of fuel

Step 2: Calculate the % excess air supplied (EA)

= O 2% x 100
----------------
   (21 - O 2%)

Step 3: Calculate actual mass of air supplied/ kg of fuel (AAS)

= {1 + EA/100} x theoretical air

Step 4: Estimate all heat losses

i. Percentage heat loss due to dry flue gas

=  m x C p x (T f-T a) x 100
-------------------------------
    GCV of fuel

Where, m = mass of dry flue gas in kg/kg of fuel

m = (mass of dry products of combustion / kg of fuel) + (mass of N2 in fuel on 1 kg basis ) + (mass of N2 in actual mass of air we are supplying).
Cp = Specific heat of flue gas (0.23 kcal/kg )

ii. Percentage heat loss due to evaporation of water formed due to H2 in fuel

=  9 x H 2 {584+C p (T f-T a)} x 100
-----------------------------------------
                GCV of fuel

Where, H2 = percentage of H2 in 1 kg of fuel
           Cp = specific heat of superheated steam (0.45 kcal/kg)

iii. Percentage heat loss due to evaporation of moisture present in fuel

= M{584+ C p (T f-T a)} x 100
   ---------------------------------
            GCV of fuel

Where, M – % moisture in 1kg of fuel
           Cp – Specific heat of superheated steam (0.45 kcal/kg)

iv. Percentage heat loss due to moisture present in air

= AAS x humidity factor x C p (T f-T a)} x 100
   ---------------------------------------------------
                       GCV of fuel

Where, Cp – Specific heat of superheated steam (0.45 kcal/kg)

v. Percentage heat loss due to unburnt fuel in fly ash

= Total ash collected/kg of fuel burnt x GCV of fly ash x 100
    ------------------------------------------------------------------
                            GCV of fuel

vi. Percentage heat loss due to unburnt fuel in bottom ash

= Total ash collected per Kg of fuel burnt x G.C.V of bottom ash x 100
   ----------------------------------------------------------------------------
                                  GCV of fuel

vii. Percentage heat loss due to radiation and other unaccounted loss

The actual radiation and convection losses are difficult to assess because of particular emissivity of various surfaces, its inclination, airflow patterns etc. In a relatively small boiler, with a capacity of 10 MW, the radiation and unaccounted losses could amount to between 1% and 2% of the gross calorific value of the fuel, while in a 500 MW boiler, values between 0.2% to 1% are typical. The loss may be assumed appropriately depending on the surface condition.

Step 5: Calculate boiler efficiency and boiler evaporation ratio

Efficiency of boiler (n) = 100 - (i + ii + iii + iv + v + vi + vii)

Evaporation Ratio = Heat utilised for steam generation/Heat addition to the steam

Evaporation ratio means kilogram of steam generated per kilogram of fuel consumed. Typical Examples are:

• Coal fired boiler: 6 (i.e. 1 kg of coal can generate 6 kg of steam)
• Oil fired boiler: 13 (i.e. 1 kg of oil can generate 13 kg of steam)

However, the evaporation ratio will depend upon type of boiler, calorific value of the fuel and associated efficiencies.

Example

Step-1: Calculate the theoretical air requirement

= [(11.43 x C) + [{34.5 x (H2 – O2/8)} + (4.32 x S)]/100 kg/kg of oil
= [(11.43 x 84) + [{34.5 x (12 – 1/8)} + (4.32 x 3)]/100 kg/kg of oil
= 13.82 kg of air/kg of oil

Step-2: Calculate the % excess air supplied (EA)

Excess air supplied (EA)
     = (O2 x 100)/(21-O2)
     = (7 x 100)/(21-7)
     = 50%

Step 3: Calculate actual mass of air supplied/ kg of fuel (AAS)

AAS/kg fuel     = [1 + EA/100] x Theo. Air (AAS)
                      = [1 + 50/100] x 13.82
                      = 1.5 x 13.82
                      = 20.74 kg of air/kg of oil

Step 4: Estimate all heat losses

i. Percentage heat loss due to dry flue gas

= m x Cp x (Tf – Ta ) x 100
   ----------------------------
        GCV of fuel

m = mass of CO2 + mass of SO2 + mass of N2 + mass of O2

      0.84 x 44     0.03x64      20.74x77
m = ----------- + ---------- + ----------- (0.07 x 32)
           12              32              100

m = 21.35 kg / kg of oil

     21.35 x 0.23 x (220 – 27)
= ------------------------------- x 100
                10200

= 9.29%

A simpler method can also be used:Percentage heat loss due to dry flue gas

    m x Cp x (Tf – Ta ) x 100
= ------------------------------
           GCV of fuel

m (total mass of flue gas)

= mass of actual air supplied + mass of fuel supplied

= 20.19 + 1 = 21.19

= 21.19 x 0.23 x (220-27)
------------------------------- x 100
              10200

= 9.22%

ii. Heat loss due to evaporation of water formed due to H2 in fuel

   9 x H2 {584+0.45 (Tf – Ta )}
= ---------------------------------
           GCV of fuel

where H2 = percentage of H2 in fuel

    9 x 12 {584+0.45(220-27)}
= --------------------------------
                10200

= 7.10%

iii. Heat loss due to moisture present in air

    AAS x humidity x 0.45 x ((Tf – Ta ) x 100
= -------------------------------------------------
                   GCV of fuel

= [20.74 x 0.018 x 0.45 x (220-27) x 100]/10200

= 0.317%

iv. Heat loss due to radiation and other unaccounted losses

For a small boiler it is estimated to be 2%

Step 5: Calculate boiler efficiency and boiler evaporation ratio

Efficiency of boiler (n) = 100 - (i + ii + iii + iv + v + vi + vii)

i.  Heat loss due to dry flue gas : 9.29%
ii. Heat loss due to evaporation of water formed due to H2 in fuel: 7.10 %
iii. Heat loss due to moisture present in air : 0.317 %
iv. Heat loss due to radiation and other unaccounted losses : 2%

= 100- [9.29+7.10+0.317+2]
= 100 – 17.024 = 83% (approximate)

Evaporation Ratio = Heat utilized for steam generation/Heat addition to the steam

= 10200 x 0.83 / (660-60)
= 14.11 (compared to 13 for a typical oil fired boiler)

Advantages of indirect method

• A complete mass and energy balance can be obtained for each individual stream, which makes it easier to identify options to improve boiler efficiency

Disadvantages of indirect method

• Time consuming
• Requires lab facilities for analysis