Buku yang berada dalam website adalah buku buku yang tidak boleh diperjual belikan atau digandakan. Buku ini boleh anda download hanya dengan tujuan untuk belajar atau training untuk diri anda sendiri.
Books that are in the website are books that should not be sold or duplicated. This book may be downloaded only for the purpose of study or training for your own

Pages

This is default featured slide 1 title

Go to Blogger edit html and find these sentences.Now replace these sentences with your own descriptions.

This is default featured slide 2 title

Go to Blogger edit html and find these sentences.Now replace these sentences with your own descriptions.

This is default featured slide 3 title

Go to Blogger edit html and find these sentences.Now replace these sentences with your own descriptions.

This is default featured slide 4 title

Go to Blogger edit html and find these sentences.Now replace these sentences with your own descriptions.

This is default featured slide 5 title

Go to Blogger edit html and find these sentences.Now replace these sentences with your own descriptions.

19 Oktober 2013

Completion Tech for Unconsolidated Form


  • Title : Completion Technology for Unconsolidated Formations [ pdf ]
  • Publish : Refferense by Coberly, C.J., “Selection of Screen Openings for Unconsolidated Sands”, API Drilling and Production Practice, 1941. Penberthy, W.L. and Echols, E.E., “Gravel Placement in Wells”, SPE Paper 22793, Journal of Petroleum Technology (July 1993) and Penberthy, W.L. and Shaughnessy, C.M., Sand Control, SPE Series on Special Topics, Volume 1, 1992.
  • Type Document : pdf 
  • Release : June 1995
  • Total Page : 256 Page
  • Size : 5.32 Mb

Download Free by Netload : [ http://adf.ly/XVGKR ]


Decrypted Contents

CAUSES AND EFFECTS OF SAND PRODUCTION
Completion Technology for Unconsolidated Formations 2-1
Introduction
Chapter 1 addressed radial flow through porous media and showed the nature of the pressure distribution around a producing well. Negative effects on productivity caused by flow restrictions on the near wellbore area have been described. With the concepts of radial flow and formation damage understood, the problems unique to unconsolidated formations can be explored.
In highly unconsolidated formations, the production of formation fluids will probably be associated with the production of formation sand. In some situations, small quantities of formation sand can be produced with no significant adverse effects; however, in most cases, sand production leads to reduced productivity and/or excessive maintenance to both downhole and surface equipment. Sufficient sand production may also cause premature failure of the wellbore and well equipment.
 
Nature of Sand Production
The conditions which can cause sand production and the probable condition of the formation outside of the casing after sand is produced can be determined by the factors that affect the beginning of sand production. These factors must describe both the nature of the formation material and also the forces that cause the formation structure fail. The strength of a sandstone is controlled by:
  • The amount and type of cementing material holding the individual grains together 
  • The frictional forces between grains
  • Fluid pressure within the pores of the rock
  • Capillary pressure forces
The type of failure that is likely to occur in sandstone has been investigated by several researchers. Work at Exxon1 indicates that the nature of a failed perforation tunnel is indicative of a shear failure that will occur when the compressive strength of the rock is exceeded. In addition, the Exxon work indicates that in weakly consolidated sandstones, a void is created behind the casing. Exxon concluded that the rock’s compressive strength should be a good indicator of sand production potential, and that sand production will probably cause a void behind the casing that can be filled with gravel pack sand during a gravel packing operation. The details of the research work performed by Exxon may be found in Reference 1.

Download Free by Netload : [ http://adf.ly/XVGKR ]

Completion Hydraulics Handbook


  • Title : Completion Hydraulics Handbook [ pdf ]
  • Publish : Schlumberger - only for education reference
  • Type Document : pdf 
  • Release : December 2000
  • Total Page : 392 Page
  • Size : 5.76 Mb

Download Free by Netload : [ http://adf.ly/XVECS ]


Decrypted Contents

Chapter 4: 
HYDRAULIC FORCES and HOOK-LOADS

There are many different types of packers, each with its own considerations regarding forces. This chapter discusses, in general terms, the more common types of retrievable packers and how tubing and hydraulic forces affect them.
Tubing run packers are generally classified into two categories: 
  • Single Grip Retrievable Packers  
  • Double Grip Retrievable Packers
Single Grip Retrievable Packers
Single grip retrievable packers are the simplest and most economical retrievable packers. These packers have one set of slips that anchor the packer to the casing and hold the packer from moving in one direction only. Single grip retrievable packers are further classified into three basic types: 
  • Non-Equalizing Tension Packer 
  • Non-Equalizing Compression Packer 
  • Equalizing Compression Packer
Non-Equalizing Tension Packer
The Model ‘SA-3’ retrievable packer is a typical example of a non-equalizing tension packer. The packer is set and packed off with tension pulled into it with the tubing string. It remains packed off so long as a tensile force is on the packer. Any force due to temperature or pressure which places compression on the packer will adversely affect the packer. As the name implies, this type of packer has no provision for equalizing differential pressure when releasing it. These packers usually incorporate a secondary shear release system activated by tubing tension.
Non-Equalizing Compression Packers
A typical compression packer of this type is the Model ‘CA-3’. The packer is set and packed off with tubing weight. A compression packer remains packed off as long as suitable compression is on the packer. Any force that works against this compression will tend to unset the packer. There is no provision for equalizing differential pressure across the tool.

Download Free by Netload : [ http://adf.ly/XVECS ]

Advanced Oil Well Drilling Engineering


  • Title : Advanced Oil Well Drilling Engineering by Dr. Bill Mitchell
    Mitchell Engineeering
  • Publish : The Society of Petroleum Engineers of the AIME, PO Box 833836, Richardson, Texas, 75083-3836, USA.
  • Type Document : pdf 
  • Release : July 1995
  • Total Page : 626 Page
  • Size : 18.24 Mb

Download Free by Netload : [ http://adf.ly/XVCWx ]


Decrypted Contents

TUBULAR DESIGN AND USE
GENERAL
The axiom of tubular design is that the loads placed on a tube by natural phenomena must be offset by its strengths. There are many natural phenomena which could dictate a particular tubular design. Also, there are many theories for determining the strengths of a tube. The tubular designer must therefore derive practical design equations from the theories and phenomena. These equations represent the "criteria for tubular design".
COMMON FAILURE THEORY ASSUSPTIONS
The most common simplifying assumptions with regard to tubular strengths are that the failure theory known as the MAXIMUM STRAIN ENERGY OF DISTORTION THEORY applies only to tubular collapse strengths and that only biaxial- loads are considered within the theory. Thus tensile loads and burst loads are thought to be uniaxial and strengths are rationalized with the MAXIMUM PRINCIPAL STRESS THEORY OF FAILURE. Design factors are usually based on experience. 
  1. This theory predicts failure of a specimen subjected to any combination of loads when the portion of the strain energy per unit volume producing change of shape (as opposed to change of volume) reaches a failure determined by a uniaxial test. Refer to Strengths of Materials, by S. Timonshenko, reprint 1976, Krieger Publishing Company. 
  2. Biaxial loads are those which result in the material of a structure being subjected to the simultaneous action of tension or compression in two perpendicular directions. Reference same as above.
  3. Uniaxial loads are those which result in the material of a structure beingsubjected to the action of tension or compression in one direction only. Referencesame as above. 
  4. This theory predicts failure of a specimen subjected to any combination ofnormal and shear stresses when the maximum principal stress, which is themaximum normal stress acting on a set of perpendicular planes which have noshear stress acting on them, reaches a failure value determined by a uniaxialtest. Reference same as above.
Download Free by Netload : [ http://adf.ly/XVCWx ]

18 Oktober 2013

Advanced Drilling System


  • Title : Advanced Drilling System by John Crowther
  • Publish : Anadrill Schlumberger
  • Type Document : pdf 
  • Release : December 1994
  • Total Page : 109 Page
  • Size : 1.11 Mb

Download Free by Netload : [ http://adf.ly/XV9S6 ]


Decrypted Contents

PowerPak Motors

1.1 Highlights
PowerPak is a positive displacement downhole drilling motor (PDM) powered by the circulating drilling fluid. The pressure drop across the motor is directly proportional to the drilling torque developed at the bit. The rotational speed depends primarily on the circulation rate, and is only slightly affected by the torque.

1.2 Details
1.2.1 Cross-Over Subs, Dump Valves, or Flex Subs
Cross-Over Subs (or Top Subs) are available for simple connection from the drill string to the stator/motor. Cross-Over Subs are available for all PowerPak motor sizes. A Dump Valve allows the drill pipe to fill with drilling mud when running a motor into a well, and to drain when pulling out of the hole. The valves close when the flow rate reaches a given threshold. Dump Valves are only available for motor sizes 4-3/4” through 11-1/4”. Flex Subs are available for 3- 1/8” through 9-5/8” motors. These replace the dump valve or cross-over and help prevent failure of the stator connections by reducing the bending stresses. Dump valves should only be run when required by the Client.

1.2.2 Power section
The power section, consisting of a stator and rotor, converts hydraulic power from the drilling fluid into mechanical power to rotate the bit. It operates by the reverse application of the Moineau pump principle. The stator is composed of an elastomer with a helicoidal lobe pattern cross section, with n lobes, molded inside a steel housing. The rotor is a machined stainless steel shaft, with a cross section similar to the stator, but with n-1 lobes. The contact of elastomeric stator lining and metal rotor surfaces forms continuous sealing lines and multiple closed fluid hambers. When drilling mud is circulated through the power section the rotor is forced to rotate. 

Rotors/stators are available in various configurations: with standard or extended length sections, standard or over-sized (OS) stators, and standard or undersize (US) rotors. Refer to the master orders for details. Chrome plated, tungsten carbide coated and non-plated rotors are available. Tungsten carbide plated rotors are recommended for salt-saturated or corrosive drilling muds.
1.2.3 Transmission section
This section transmits the rotary motion and torque produced by the rotor/stator down to the drive shaft/bearing section of the motor. The transmission couplings also convert the eccentric rotation of the rotor to concentric rotation at the bearing section. This section also includes the surface-adjustable bend housing. Heavy-duty transmissions are available for Extended Power Sections and special transmissions are required for 1:2, 2:3 and some GT lobe configurations.

Download Free by Netload : [ http://adf.ly/XV9S6 ]

Advanced Blowout & Well Control


  • Title : Advanced Blowout & Well Control by Robert D, Grace
    With Contributions By Bob Cudd, Richard S, Carden, and Jerald L. Shursen
  • Publish : Gulf Publishing Company Houston, Texas
  • Type Document : pdf 
  • Release : December 1994
  • Total Page : 414 Page
  • Size : 11.11 Mb

Download Free by Netload : [ http://adf.ly/XV7nQ ]


Decrypted Contents

This excerpt is from an actual drilling report. Well control problems are difficult without mechanical problems. With mechanical problems such as those described in this report, an otherwise routine well control problem escalates into a disastrous blowout. It is common that, in areas where kicks are infrequent, contractors and operators become complacent with poorly designed auxiliary systems. Consequently, when well control problems do occur, the support systems are inadequate, mechanical problems compound the situation, and a disaster follows. 
Because this dissertation is presented as an Advanced Blowout and Well Control Operations Manual, it is not its purpose to present the routine discussion of blowout preventers and testing procedures. Rather, it is intended to discuss the aspects of the role of equipment in well control, which commonly contribute to the compounding of the problems. The components of the well control system and the more often encountered problems are discussed.

THE STACK
Interestingly, the industry doesn’t experience many failures within the blowout preventer stack itself. There was one instance in Wyoming where a blowout preventer failed because of a casting problem. In another case, the 5000 psi annular failed at 7800 psi. In general, the stack components are very good and very reliable.
A problem that is continually observed is that the equipment doesn’t function when needed. At a well at Canadian, Texas, the annular preventer had been closed on a blowout, but the accumulator would not maintain pressure. Two men were standing on the rig floor when the accumulator lost pressure and the annular preventer opened unexpectedly. As quick as the annular opened, the floor was engulfed in a fireball. Fortunately, no one was seriously burned. The source of the fire was never determined. The rig had been completely shut down, but the accumulator system should have been in working order.

Download Free by Netload : [ http://adf.ly/XV7nQ ]

17 Oktober 2013

Well Intervention Presssure Control

  • Title : Well Intervention Presssure Control by Rig Train
  • Publish :Rig Train - Drilling and Well Service Training
  • Type Document : pdf 
  • Release : December 2002
  • Total Page : 316 Page
  • Size : 74.95 Mb

Download Free by Netload : [ http://adf.ly/XW3eI ]


Decrypted Contents

None

Download Free by Netload : [ http://adf.ly/XW3eI ]

Mud School


  • Title : Mud School
  • Publish : N/A
  • Type Document : pdf 
  • Release : N/A
  • Total Page : 10 Chapter
  • Size : 1.74 Mb

Download Free by Netload : [ http://adf.ly/XUvhA ]


Decrypted Contents

Objectives
• Upgrade Rig For HPHT Environment
• Develop HPHT WBM and SBM
• Develop Well Plan for Extreme HPHT Conditions
• Qualify DST Tools and Perforating Systems
• Flexible Casing Program
• Fully Evaluate Well With Electric Logs

Well Design and Planning Lab Evaluation
• Eliminate High Temperature Gelation
• High Temperature Fluid Loss Control
• Rheological Property Control
• Product Degradation 
• SBM 72 Hr Static Aging At 500 °F/18,000 psi
• Develop Stable WBM For Intermediate Hole Section

Well Design and Planning
• Mud Cooler Processing Rate > 800 GPM.
• Mud Gas Separator Flow Rate of 1,500 gal/min
• Even Flow Distribution to All Four Shakers
• High Rate Mixing up to 20 lb/gal
• Ability to Handle Barite and Hematite
• Reasonable Working Environment at Pit and Shakers
• Redesign of Active Pits
• Third Mud Pump Added
• High Performance Shakers Installed

Download Free by Netload : [ http://adf.ly/XUvhA ]

Maintenance & Asset Management

  • Title : Maintenance & Asset Management
  • Publish : N/A
  • Type Document : pdf 
  • Release : N/A
  • Total Page : 11 Chapter
  • Size : 3.02 Mb

Download Free by Netload : [ http://adf.ly/XTH5y ]


Decrypted Contents

None

Download Free by Netload : [ http://adf.ly/XTH5y ]



16 Oktober 2013

Compressor & Pompa

  • Title : Compressor & Pompa
  • Publish : I Nengah Diasta
  • Type Document : pdf 
  • Release : November 1997
  • Total Page : 10 Chapter
  • Size : 7.09 Mb

Download Free by Netload : [ http://adf.ly/XTEyz ]


Decrypted Contents

Pendahuluan
Kompresor adalah peralatan/mesin yang  digunakan untuk menaikkan energi yang dikandung oleh gas/uap. Kenaikan energi gas/uap dapat berupa: kenaikan tekanan, kenaikan head, kenaikan kecepatan,
kenaikan temperatur, dll. Di industri, kompresor banyak digunakan sebagai
alat untuk:
  • Mentransportasikan atau mengalirkan bahan baku atau produk yang berbentuk gas dari suatu peralatan ke peralatan lainnya.
  • Sebagai penyedia udara/gas bertekanan.

Berdasarkan prinsip kerjanya, kompresor dapat dibagi menjadi:
  • Kompresor perpindahan positif (positive displacement compressor): adalah kompresor dimana kenaikan tekanan diperoleh dengan cara penekanan langsung yaitu dengan memperkecil volume ruang tertutup. 
  • Kompresor dinamik (Dynamic comprssor): adalah kompresor dimana kenikan tekanan diperoleh dengan pemberian energi kinetik (mempercepat).

Download Free by Netload : [ http://adf.ly/XTEyz ]

Production Operation

  • Title : Production Operation
  • Publish : Dr. Ir Sudjati Rachmat, DEA
  • Type Document : pdf 
  • Release : November 1997
  • Total Page : 11 Chapter
  • Size : 23.06 Mb

Download Free by Netload : [ http://adf.ly/XTFzR ]


Decrypted Contents

None
Download Free by Netload : [ http://adf.ly/XTFzR ]

Porosity Permeability & Skin Factor

  • Title : Porosity Permeability & Skin Factor by Dr. Hazem Written by Alkhatha’ami, Mohammad
  • Publish : Alkhatha’ami, Mohammad
  • Type Document : pdf 
  • Release : March 2005
  • Total Page : 27 Chapter
  • Size : 1.17 Mb

Download Free by Netload : [ http://adf.ly/XTBik ]


Decrypted Contents

Porosity
Porosity is the ratio of the pore volume to the bulk volume of the reservoir rock on percentage basis. That is
Percentage porosity = bulkvolume : porevolume ×100
Bulk volume = the total volume of the rock
Pore volume = the volume of the pores between the grains
The measurement of porosity is important to the petroleum engineer since the
porosity determines the storage capacity of the reservoir for oil and gas. It is necessary to distinguish between the (1) absolute porosity of a porous medium and its (1) effective porosity. In porous rocks there will always be a number of blind or unconnected pores.
Absolute porosity includes these pores as well as those open to the flow of fluids whereas the effective porosity measures only that part of the pore space that is available to fluid flow(as discussed later). The figure below shows the arrangement of pores in a piece of rock.

Download Free by Netload : [ http://adf.ly/XTBik ]

15 Oktober 2013

Process Industrial Ins & Contol HB

  • Title : Process Industrial Instruments and Contol HB by Gregory K. McMillan Editor-in-Chief and Douglas M. Considine Late Editor-in-Chief
  • Publish : The McGraw-Hill Companies, Inc. States of America
  • Type Document : pdf 
  • Release : December 1999
  • Total Page : 1337 Page
  • Size : 20.76 Mb

Download Free by Netload : [ http://adf.ly/XTCjj ]


Decrypted Contents

SECTION 1 INTRODUCTORY REVIEW
G. McMillan
From the mid-1970s to the mid-1990s, the hiring of engineers and technicians dwindled to new lows. Technical training was replaced with management training programs. Fast-track employees aspired to be managers rather than technical leaders. This, combined with the early retirement of most of the experienced engineers and technicians, led to a huge gap in age and experience in the area of  process/industrial instrumentation and control. Companies have attempted to replenish their technical capability in the past few years, but the new hires are typically not given a mentor, access to a technical training program, and technical support. Nor are they given time to develop their skills on projects of incremental complexity. Often they are thrown immediately into some very difficult situations.
To help address this new need, the emphasis of the new material in the handbook has shifted from operating principles to application guidance. New features and process conditions that are important considerations for successful installations are discussed. Selection ratings, key points, and rules of thumb are offered. This update provides the reader with a perspective and appreciation for what is important for implementation from authors with decades of experience. Plants have also suffered from neglect. In attempt to improve the return on equity, capital was not made available to replace old equipment. Meantime, the surge in the economy means plants are running at 200% or more of name-plate capacity. As a result, equipment is pushed beyond its normal operating region. This has increased the benefits from process control improvement to get the most out of a plant. Section 10 has been added to provide a comprehensive treatment of this important opportunity.
The biggest news, of course, is the move to smart instrumentation, theWindows NT platform, and Fieldbus. Distributed Control Systems and Field-Based Systems in Section 3, Knowledge-Based Operator  Training in Section 8, Instrument Maintenance Cost Reduction in Section 10, and an Overview of the ISA/IEC Fieldbus Standard in Section 11 provide information essential to get the most out of these major shifts in technology.
Finally, standards have been recently developed to address safety, batch operation, and Fieldbus. Section 11 has been added to provide an overview of the important aspects of these new standards by authors who have played a key role in their development.
This handbook has been designed for the practitioner who needs to apply instrumentation and control systems in industry. The following is a walk-through of the technical articles.


Download Free by Netload : [ http://adf.ly/XTCjj ]

Coiled Tubing Handbook

  • Title : Coiled Tubing Handbook by Halliburton Energy Institute
  • Publish : Halliburton Company, All rights reserved. Printed in the United States of America
  • Type Document : pdf 
  • Release : April 2004
  • Total Page : 13 Chapter
  • Size : 14.30 Mb

Download Free by Netload : [ http://adf.ly/XRiWi ]


Decrypted Contents

Coiled Tubing Units Overview
Halliburton Coiled Tubing Units (CTU’s) are named according to the pulling load rating (in klbs) of the Injector head. These are made in a range of different sizes to suit different applications.
Standard Units versus DNV Certified Units
Most new units are available as a standard option or as a DNV (Det Norske Veritas) certified package for operating in Hazardous environments such as offshore in the  North Sea. The main requirements for a DNV certified unit is it’s ability to work in hazardous environments with flammable gasses present and specially certified lifting equipment. This means all electrical components are sealed to prevent possible ignition sources and major modifications are required to the diesel power pack to prevent ignition sources from sparks etc.
15K CTU
This unit is a self contained single unit design with the advantage of a very fast rigup and rig-down giving it the ability to perform multiple jobs in a single day. This unit is mostly suited to shallow work with the smaller coiled tubing sizes. The 15K injector is designed and built by Halliburton and is mounted on a Hydra Rig designed truck unit.

Download Free by Netload : [ http://adf.ly/XRiWi ]

Plant Engineers & Managers Guide 20

  • Title : Plant Engineers & Managers Guide 20 by Albert Thumann, P.E., C.E.M.
  • Publish : Marcel Dekker, Inc New York and Basel
  • Type Document : pdf 
  • Release : December 2002
  • Total Page : 6 page
  • Size : 0.35 Mb

Download Free by Netload : [ http://adf.ly/XRgNz ]


Decrypted Contents

Power Quality Case Studies
 
CASE STUDY 1
Customer Background
The first case study involves a machine shop. This shop utilizes different machines (i.e., grinders, honers, presses, injection molding devices and a precision cutter) to produce various aircraft components.
The facility was provided overhead 120/240-volt, three-phase, four-wire open-delta service (see Figure 20-1). The distribution feeder circuit serving the facility is described in Figure 20-2. resented at Globalcon 2000 by Jon A. Bickel, P.E.

Download Free by Netload : [ http://adf.ly/XRgNz ]

14 Oktober 2013

Plant Engineers & Managers Guide 18

  • Title : Plant Engineers & Managers Guide 18 by Albert Thumann, P.E., C.E.M.
  • Publish : Marcel Dekker, Inc New York and Basel
  • Type Document : pdf 
  • Release : December 2002
  • Total Page : 14 page
  • Size : 0.32 Mb

Download Free by Netload : [ http://adf.ly/XRez3 ]


Decrypted Contents

Economic Evaluations for Power Quality Solutions
SUMMARY
Power quality issues are continuing to become a greater concern, particularly to sensitive customers with critical operations. Measures can be taken to improve the power quality of a given circuit, however the economic feasibility if the applications should be considered. As a result,  the system compatibility must be examined to determine the behavior of a customer’s equipment within the electrical environment. A power quality investigation and an economic analysis can then determine what mitigation tactics are most effective and whether they should be applied.
With the increased interest and awareness in power quality, there is a vast increase in the number of mitigation devices now available. Many of these devices are expensive; therefore, making a decision to apply mitigating devices is not an easy one. A system and process study must be done to ascertain the level of susceptibility a plant’s equipment has. Once the operation has been characterized, the most appropriate mitigation device(s) can be determined. A cost analysis must then be done to determine the cost of interruptions associated with power quality problems, and the number of interruptions that will be prevented. These savings are compared to the cost of the mitigation device. The intent of this chapter is to illustrate a variety of techniques used to evaluate power conditioning devices. An analysis of the cost due
to power quality interruptions is presented. The effectiveness of the mitigation device is examined in determining an appropriate cost. Mitigation strategies to alleviate the most problems at the lowest cost are discussed

Download Free by Netload : [ http://adf.ly/XRez3 ]

Plant Engineers & Managers Guide 17

  • Title : Plant Engineers & Managers Guide 17 by Albert Thumann, P.E., C.E.M.
  • Publish : Marcel Dekker, Inc New York and Basel
  • Type Document : pdf 
  • Release : December 2002
  • Total Page : 8 page
  • Size : 0.18 Mb

Download Free by Netload : [ http://adf.ly/XReHP ]


Decrypted Contents

Fundamentals of Energy Outsourcing
This chapter addresses the fundamentals of energy outsourcing. It also discusses concerns that should be addressed prior to outsourcing energy activities. Elements to watch for when entering into agreements for outsourcing services are identified.

INTRODUCTION
As states around the country begin allowing retail customers to choose their electricity provider, industries of all types, shapes, and sizes are becoming concerned with the question of preparedness. Will my company be prepared when the day comes? What are the risks? What’s the upside? What’s the downside? These are questions that must be asked and more importantly must be answered now. Planning for this major change in the energy industry will require most companies to devote a 3-year effort before they will be totally ready for all systems to operate smoothly. Note the Y2K correction effort that was highlighted more than a decade in advance. Therefore, it is essential that a company begin as early as possible. In most cases, outside help will be required and should be hired early into the program (during the initial planning stages).
To cope with many of these changes in this era of downsizing, rightsizing, restructuring, etc., companies are considering outsourcing their total energy requirements, not only electricity, but also natural gas and other energy-related commodities.

Download Free by Netload : [ http://adf.ly/XReHP ]

13 Oktober 2013

Plant Engineers & Managers Guide 16

  • Title : Plant Engineers & Managers Guide 16 by Albert Thumann, P.E., C.E.M.
  • Publish : Marcel Dekker, Inc New York and Basel
  • Type Document : pdf 
  • Release : December 2002
  • Total Page : 13 page
  • Size : 0.40 Mb

Download Free by Netload : [ http://adf.ly/XRdk2 ]


Decrypted Contents

Cost Containment Design for Commercial Geothermal Heat Pumps
A geothermal heat pump (GHP) system consists of four distinct subsystems: (1) the ground heat exchanger loop,(2) the in-ground and  building interior piping loop that connects the heat exchangers to the heat pumps, (3) the water source heat pumps and (4) the air distribution system. When engineers, contractors and vendors attempt to contain installation costs, often they have concentrated on reducing the cost of item (1), the ground loop. Reducing the size of the ground loop will significantly lower operating efficiency and will negatively impact system life and maintenance requirements. However, two of the other subsystems that typically receive little attention are the piping loop and the
air distribution system. Modifications to traditional piping and ducting methods can both reduce installation costs and improve operating efficiency.

This chapter will discuss the design methods that will lead to these benefits. The chapter will also integrate these methods with a widely used ground loop sizing procedure.

The geothermal heat pump is a heating and cooling concept that still faces barriers to realizing its full potential. There are many examples of GHP installations that have provided high levels of customer satisfaction as noted by the rapidly increasing number of schools using this technology (GHPC Site List, 1999). There are even a few instances of systems where customers are satisfied not only with performance and dependability but also installation costs.

Download Free by Netload : [ http://adf.ly/XRdk2 ]

Plant Engineers & Managers Guide 15













  • Title : Plant Engineers & Managers Guide 15 by Albert Thumann, P.E., C.E.M.
  • Publish : Marcel Dekker, Inc New York and Basel
  • Type Document : pdf 
  • Release : December 2002
  • Total Page : 20 page
  • Size : 0.47 Mb

Download Free by Netload : [ http://adf.ly/XRcnL ]


Decrypted Contents

Steam System Optimization:
A Case Study
The steam system optimization (generation, distribution, use and condensate return) offers a large opportunity for action to comply with the new levels of energy efficiency standards. Superior design and improved maintenance practices are the two main sources of savings in steam systems. Increased competition no longer permits an industry to survive with energy waste that could be eliminated.

This chapter highlights the study findings of the steam system in a plant from the food industry. The steam system operates with an annual budget of $1.9 million. Normal steam demand ranges between 80,000 to 85,000 lb/hr.
The steam system analysis identified energy savings worth $270,000 per year. The optimization measures were in two categories: 
  • Now cost/low cost optimizations that can be done through better maintenance and improved operating conditions.
  • Major improvements that require a significant investment and include the modification of the process and major equipment.

INTRODUCTION
Nearly half of industrial energy is used to generate steam. Improving steam system efficiency will contribute significantly to the profitability for every plant.

Download Free by Netload : [ http://adf.ly/XRcnL ]

Plant Engineers & Managers Guide 14


  • Title : Plant Engineers & Managers Guide 14 by Albert Thumann, P.E., C.E.M.
  • Publish : Marcel Dekker, Inc New York and Basel
  • Type Document : pdf 
  • Release : December 2002
  • Total Page : 17 page
  • Size : 0.41 Mb

Download Free by Netload : [ http://adf.ly/XRbug ]


Decrypted Contents

Financing Energy Efficiency Projects
INTRODUCTION
Every day spent by an organization without having installed the appropriate energy efficiency measures means lost savings and lost opportunities. Performance contracting is a sophisticated solution to this problem. As with any sophisticated system, there are elements of complexity to be managed. Therefore, communication, knowledge and experience are essential for successful project completion.

DEFINITIONS AND CLARIFICATIONS
For the purposes of this chapter, it is assumed that the energy services company (ESCO) is providing the energy conservation measures (ECMs) such as audit, design, installation, monitoring and maintenance for the customer and that a separate third party, such as a bank or investment company, is providing the capital for the project. Often, energy services companies market themselves to customers as providing financing. In many cases, there is an independent financing source involved in the background. Alternatively, an ESCO can be a utility subsidiary which uses the utility’s shareholder money to finance projects. For simplicity’s sake, we will treat the ultimate source of capital for projects as a separate lender with its own guidelines.

Download Free by Netload : [ http://adf.ly/XRbug ]

About Me

JOINT WITH US FOR SMART FUTURE