SlideShare a Scribd company logo
1 of 4
Download to read offline
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 02 Issue: 09 | Sep-2013, Available @ http://www.ijret.org 85
A DESIGN FOR IMPROVING THE CORE SHELF SYSTEM IN A CORE
REPOSITORY
X. Xing1
, W.S.Hu1
, L.Gao2
1
School of Earth Sciences, Yangtze University, No. 1 Daxue Road, Wuhan, Hubei, China
2
Exploration and Development Research Institute of Huabei oilfield, Renqiu, Hebei, China
Corresponding Author Tel.: +86-027-69111922.; fax: +86-027-69111650.
justgoo1985@gmail.com
Abstract
Current core repository storage strategies and existing problems with current core rack retrieval were analyzed. Current retrieval
methods were found to be inefficient both in the storage and retrieval of core samples. This prompted a study on improvements in
storage algorithms. This new algorithm allows for improvements in rack structure, identification systems and databases used for core
storage. This is done by utilizing structured information gathering for core storage areas, core observation areas and transportation
devices and therefore can effectively improve the work efficiency in reducing work intensity and convenient data processing.
Keywords: Core repository, improvement, shelf system
----------------------------------------------------------------------***------------------------------------------------------------------------
1. INRODUCTION
Cores are rock samples obtained by drilling into ores. Core
whole locations are determined by using stratigraphic horizon
and depth of stratum techniques. The use of cores is helpful in
both the process of studying and developing oil fields and in
the location of solid mineral deposits. They are also useful in
determining the physical and chemical composition of
underground deposits. In addition, they are important
geological archives which need specialized facilities for long-
term preservation and study.
In view of the importance of core sampling, China’s relevant
departments were tasked with performing pertinent
experiments as well as with the study of foreign reports. Core
repositories specialize in storing core samples. Using existing
cold storage techniques, a core is stored in a single unit in a
core rack. Due to the number of core samples for any given
well, a core rack may contain numerous samples from
different sources. Records are maintained for the location of
each core section, additionally tagged with each core sample’s
source well. When a core rack contains many samples from
several wells, the sample must be removed in a timely manner
when testing of the sample has been scheduled and then
transported to an observation room. Each core box contains
multiple samples, a single row of which, when fully loaded,
can weigh in excess of 15 kg, with a double row of core boxes
weighing in excess of 30 kg. Loading and unloading of core
samples by hand can become onerous due to the weight of
core boxes, so carrying robots are typically used to retrieve
core samples. Despite the benefits provided by automatic
retrieval, there are several disadvantages to using this method.
Disadvantages include the complex operation and difficult
maintenance of the equipment, a lack of refined categorization
techniques, high maintenance costs and equipment fragility.
Each adds to the cost of core sample retrieval and testing
processes.
Using existing core testing procedures, manual preparation
and core location account for 40% of total work time, with the
remaining 60% used for the testing itself. This increases the
intensity of the work while lowering its efficiency. With an
increasing workload, more time for manual preparation and
core location will be required. By achieving an improvement
in the core retrieval process, more time can be allotted for
testing samples and observation.
2.0. DESIGN PROCEDURE
2.1. Analyzing the Storage and Removal Work for
Core Boxes from a Core Rack
Storage and removal of core boxes involve separate
procedures, with similar methods for achieving the intended
results. The first step in any storage or retrieval is performed
by querying the location for the box. The robot will then
locate the box given this information and then retrieve the box.
The time spent on storage or retrieval can be divided into three
parts, representing each of these steps. Formula 1 can then be
given as follows:
Tqc = Tcx + Tdw + Tqz (1)
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 02 Issue: 09 | Sep-2013, Available @ http://www.ijret.org 86
where Tqc is the total time, Tcx represents the time spent on
the database query, Tdw is the location time and Tqz is the
time spent on retrieval (or storage). Measures that can be used
to improve the efficiency in each of these three time periods
will improve overall efficiency as well.
In order to obtain the location of a specific core box, the major
position and specific location of it must be known. The time
spent on a given inquiry can be further subdivided into
querying the two individual parts of this data set.
Tcx = Tqw + Tdd (2)
Where Tqw represents the major position query time and Tdd is
the specific location query time.
Measures improving the efficiency of the query in either mode
can be then said to improve overall efficiency.
2.2 Analyzing Workload For Removal Of Core Boxes
To determine the removal work for a targeted core box, we
should first look at the position of the targeted box on a rack.
If each frame core box can be said to have n layers, and each
layer has m core boxes, and both n and m are elements of N+,
as in Formula 3,
N+ (3)
and the position (P) is a function of m’ and n where
m’ = 1, 2, 3, 4, …. 1/2 m (4)
Under normal operation, the manipulator always moves from a
larger to a smaller number. If m’ > 1/2m, the manipulator will
take core samples from the opposite side of a core box. By
design, m’ is always counted from the end of the rack with the
fewest number of core boxes.
Since core boxes are removed from top to bottom with the
uppermost boxes being removed first, n is counted from this
direction as well. When the target box is at the top layer of the
rack (n=1), the manipulator removes that number according to
the following algorithm:
Y = m’ for m’ ≤ 1/2 m (5)
If n>1 and m>1, then Y = n*m+1/2(n-1)(m-m’)
for P = 1,2, 3, …1/2 m (6)
For example, if n=1 and m=10, then m’=5, determining the
number of boxes the manipulator should remove are simply:
Y = m’ (because m’≤ 1/2 m)
Y = 5
So, if n=5, m=10 and P = 5, the number of core boxes the
manipulator should remove will be:
n>1, m>1, P1/2 m
Y = n*m’+1/2(n-1)(m-m’)
or Y = 5*5+1/2(5-1)(10-5) = 35.
As layers in the core rack are removed, the number of boxes
the manipulator will be required to remove to reach a specific
location will be reduced. When the number of the core box
reaches 1, the quantity the manipulator will need to remove is
defined as Y’, where Y’ = Y(n=1).
Y’ = 1*m+1/2(1-1)(10-5) = 5
Y-Y’ = 30
This gives a 14% reduction in the workload when n=1, which
demonstrates that increasing the number of layers is more
effective than increasing the number of core boxes in a single
layer.
2.3 Reducing The Friction Of Core Boxes During
Storage And Removal
Since rolling has a lower coefficient of friction than sliding,
the use of sliding friction by installing a tray and pulley
system can be used to increase efficiency in the removal
process. This allows for the separation of different core boxes
in distinct positions in the core rack. Using four rollers
corresponding to the added trays will help realize this
substitution. To accommodate the extra weight of the trays,
additional thickness in the baseboards of the rack should be
adopted, as well.
2.4 Improving the Recognition of Core Boxes
Using formulas 1 and 2, a corresponding logo for each box
with an accompanying location device should be used to
decrease the time needed to locate targeted boxes.
3. IMPROVED DESIGN PROPOSAL
3.1 Improvement In Rack Layering of Core Boxes
According to the example given in section 2.2, reducing the
number of the layers in core racks improves the efficiency of
storage and removal work. In order to achieve this
improvement, the structure of the core shelves must be altered
by reducing the distance between each rack used for core
storage. Using a shelf which houses a monolayer instead of
shelving which contains multiple layers and multiple boxes
can achieve the desired improvements. Additional
improvements can be realized by placing the same core
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 02 Issue: 09 | Sep-2013, Available @ http://www.ijret.org 87
samples from identical core holes adjacent to one another as
shown in Fig. 1 below.
3.2 Reducing The Friction Of Core Boxes During
Storage And Removal
To reduce the resistance of storing and removing core boxes,
each pallet is designed on the basis of a single core box space,
with each core box tray installed on the chassis of a wheel
having inlets and outlets fixed on both sides of the storage
racks. This allows for easier removal of core boxes due to
decreased friction at the box/tray interface as shown in Picture
2 below.
3.3 Improving Core Box Identification Efficiency
To improve the efficiency of identifying core boxes, a core
rack identification system needs to be established. Using a
laser digital ID system to tag both ends of the box (Figure 3),
each box can be labeled with its own digital ID. Attaching the
computer database to each shelf with the digital information
for cores contained in a given shelf increases the efficiency of
storage and removal by allowing for a unified management of
the repository as shown in Picture 3 below.
Integrating all core store data in a single database for the core
storage area, core observation area, scanning area and access
forklift for each storage rack forms an organic whole. The
forklift computer and the control room computer are linked by
an uninterrupted signal offering complete access of core data
to the forklift computers.
In order to implement these improvements, core numbers need
to be entered into the control room computer first. The forklift
computers access this data thereby retrieving the correct core
box from the storage shelving area and bringing it to the
transportation tracks which lead to the core library. The
targeted cores are then moved to the core observation area.
4. SUMMARY OF IMPROVEMENTS
4.1 Effects Of Improvements
Improved access and efficiency for core boxes: Compared
with the original design for the core shelf, the improved design
can reduce the workload and improve core box access rates.
Added efficiency is observed the further a box is located down
in the core rack. For a target core box at a depth of five layers
under the original configuration, the access rate using the
improved method requires 14% of the time needed without
any improvements. With a reduction in the effects of friction
during the handling process also incorporated, the time to
retrieve a target core box will be reduced even further.
Improved query efficiency for core boxes: With improved
tagging on core boxes and shelves entered into a database
located in the observation room, the computer can be used to
make a quick inquiry about the target box location by using
localized shelf location information kept at each core rack.
This significantly improves the efficiency of location queries.
Security Issues: Incorporating a tray design into the improved
core rack system allows for the placement of core boxes
directly into each tray. This eliminates the problem of
collapsing racks due to the overtop centre of gravity caused by
a single tray with multi-layer core boxes and uneven weight
distributions.
4.2 Experiences with Improvements
Innovations introduced by this product: Recognizing the
deficiencies of existing products is an important way to
improve the products. By observing existing production lines
carefully, a problem can be isolated.
Improvements of product performance: The disruptive effect
of continuing to use existing methods in production is relevant
when justifying the adoption of new techniques and
technologies. After determining the cause of a product’s
deficiencies and addressing these, overall efficiency of a
process can be improved as well.
REFERENCES
[1] Xiang-dong Liu, Li-hai Zhang, et al. On China’s
Physical Geological Data Management and Social
Services [J]. Land and Resource Technology
Management 2010, 27 (2): 133-136.
[2] Xin Yan. China National Committee for Terms in
Sciences and technologies [DB/OL].
http://baike.baidu.com/view/1746161.htm
[3] Xin-yu Chen, Qing-min Nan. The Management and
Services of Russian Physical Geological Data [J].
Natural Resource Economics, 2011 (8): 25-28, 55.
[4] Yan Li, the Brief Exposition of Classification and
Arrangement of the Fifteen Geological Data [J].
Geology, 2009, 27 (2): 198-199.
[5] Yan-ping Liu, The Management of Russian Geological
Data [J]. Land and Resources Information, 2006 (11):
8-13.
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 02 Issue: 09 | Sep-2013, Available @ http://www.ijret.org 88

More Related Content

Similar to A design for improving the core shelf system in a core repository

Analysis and design of a multi compartment central cone cement storing silo
Analysis and design of a multi compartment central cone cement storing siloAnalysis and design of a multi compartment central cone cement storing silo
Analysis and design of a multi compartment central cone cement storing silo
eSAT Journals
 
RIT MMET Microgravity NExT Project Proposal
RIT MMET Microgravity NExT Project ProposalRIT MMET Microgravity NExT Project Proposal
RIT MMET Microgravity NExT Project Proposal
Christian Pape
 
Analysis of rc framed structures with central and partial openings in masonry...
Analysis of rc framed structures with central and partial openings in masonry...Analysis of rc framed structures with central and partial openings in masonry...
Analysis of rc framed structures with central and partial openings in masonry...
eSAT Journals
 

Similar to A design for improving the core shelf system in a core repository (20)

Seismic behavior of elevated water tank
Seismic behavior of elevated water tankSeismic behavior of elevated water tank
Seismic behavior of elevated water tank
 
Analysis and design of a multi compartment central cone cement storing silo
Analysis and design of a multi compartment central cone cement storing siloAnalysis and design of a multi compartment central cone cement storing silo
Analysis and design of a multi compartment central cone cement storing silo
 
Garbage Classification Using Deep Learning Techniques
Garbage Classification Using Deep Learning TechniquesGarbage Classification Using Deep Learning Techniques
Garbage Classification Using Deep Learning Techniques
 
A study on the performance of circular footing embedded in geogrid reinforced...
A study on the performance of circular footing embedded in geogrid reinforced...A study on the performance of circular footing embedded in geogrid reinforced...
A study on the performance of circular footing embedded in geogrid reinforced...
 
Parametric Study on Behavior 0f Box-Girder Bridges Using Finite Element Method
Parametric Study on Behavior 0f Box-Girder Bridges Using Finite Element MethodParametric Study on Behavior 0f Box-Girder Bridges Using Finite Element Method
Parametric Study on Behavior 0f Box-Girder Bridges Using Finite Element Method
 
Seismic analysis of high damping rubber bearings for base isolation
Seismic analysis of high damping rubber bearings for base isolationSeismic analysis of high damping rubber bearings for base isolation
Seismic analysis of high damping rubber bearings for base isolation
 
Application of ann for ultimate shear strength of fly ash concrete beams
Application of ann for ultimate shear strength of fly ash concrete beamsApplication of ann for ultimate shear strength of fly ash concrete beams
Application of ann for ultimate shear strength of fly ash concrete beams
 
Application of ann for ultimate shear strength of fly
Application of ann for ultimate shear strength of flyApplication of ann for ultimate shear strength of fly
Application of ann for ultimate shear strength of fly
 
Application of ann for ultimate shear strength of fly ash concrete beams
Application of ann for ultimate shear strength of fly ash concrete beamsApplication of ann for ultimate shear strength of fly ash concrete beams
Application of ann for ultimate shear strength of fly ash concrete beams
 
Implementation of low power divider techniques using
Implementation of low power divider techniques usingImplementation of low power divider techniques using
Implementation of low power divider techniques using
 
Implementation of low power divider techniques using radix
Implementation of low power divider techniques using radixImplementation of low power divider techniques using radix
Implementation of low power divider techniques using radix
 
Analysis of cylindrical shell structure with varying parameters
Analysis of cylindrical shell structure with varying parametersAnalysis of cylindrical shell structure with varying parameters
Analysis of cylindrical shell structure with varying parameters
 
RIT_MMET_Final_Report
RIT_MMET_Final_ReportRIT_MMET_Final_Report
RIT_MMET_Final_Report
 
RIT MMET Microgravity NExT Project Proposal
RIT MMET Microgravity NExT Project ProposalRIT MMET Microgravity NExT Project Proposal
RIT MMET Microgravity NExT Project Proposal
 
Cfd analysis of calandria based nuclear reactor part i. modeling & analysis o...
Cfd analysis of calandria based nuclear reactor part i. modeling & analysis o...Cfd analysis of calandria based nuclear reactor part i. modeling & analysis o...
Cfd analysis of calandria based nuclear reactor part i. modeling & analysis o...
 
Numerical simulaton of axial flow fan using gambit and
Numerical simulaton of axial flow fan using gambit andNumerical simulaton of axial flow fan using gambit and
Numerical simulaton of axial flow fan using gambit and
 
Passive control of structures using sliding isolators at intermediate floor l...
Passive control of structures using sliding isolators at intermediate floor l...Passive control of structures using sliding isolators at intermediate floor l...
Passive control of structures using sliding isolators at intermediate floor l...
 
Numerical modeling to evaluate pile head deflection under the lateral load
Numerical modeling to evaluate pile head deflection under the lateral loadNumerical modeling to evaluate pile head deflection under the lateral load
Numerical modeling to evaluate pile head deflection under the lateral load
 
Analysis of rc framed structures with central and partial openings in masonry...
Analysis of rc framed structures with central and partial openings in masonry...Analysis of rc framed structures with central and partial openings in masonry...
Analysis of rc framed structures with central and partial openings in masonry...
 
Analysis and implementation of modified k medoids
Analysis and implementation of modified k medoidsAnalysis and implementation of modified k medoids
Analysis and implementation of modified k medoids
 

More from eSAT Journals

Material management in construction – a case study
Material management in construction – a case studyMaterial management in construction – a case study
Material management in construction – a case study
eSAT Journals
 
Laboratory studies of dense bituminous mixes ii with reclaimed asphalt materials
Laboratory studies of dense bituminous mixes ii with reclaimed asphalt materialsLaboratory studies of dense bituminous mixes ii with reclaimed asphalt materials
Laboratory studies of dense bituminous mixes ii with reclaimed asphalt materials
eSAT Journals
 
Geographical information system (gis) for water resources management
Geographical information system (gis) for water resources managementGeographical information system (gis) for water resources management
Geographical information system (gis) for water resources management
eSAT Journals
 
Estimation of surface runoff in nallur amanikere watershed using scs cn method
Estimation of surface runoff in nallur amanikere watershed using scs cn methodEstimation of surface runoff in nallur amanikere watershed using scs cn method
Estimation of surface runoff in nallur amanikere watershed using scs cn method
eSAT Journals
 
Effect of variation of plastic hinge length on the results of non linear anal...
Effect of variation of plastic hinge length on the results of non linear anal...Effect of variation of plastic hinge length on the results of non linear anal...
Effect of variation of plastic hinge length on the results of non linear anal...
eSAT Journals
 

More from eSAT Journals (20)

Mechanical properties of hybrid fiber reinforced concrete for pavements
Mechanical properties of hybrid fiber reinforced concrete for pavementsMechanical properties of hybrid fiber reinforced concrete for pavements
Mechanical properties of hybrid fiber reinforced concrete for pavements
 
Material management in construction – a case study
Material management in construction – a case studyMaterial management in construction – a case study
Material management in construction – a case study
 
Managing drought short term strategies in semi arid regions a case study
Managing drought    short term strategies in semi arid regions  a case studyManaging drought    short term strategies in semi arid regions  a case study
Managing drought short term strategies in semi arid regions a case study
 
Life cycle cost analysis of overlay for an urban road in bangalore
Life cycle cost analysis of overlay for an urban road in bangaloreLife cycle cost analysis of overlay for an urban road in bangalore
Life cycle cost analysis of overlay for an urban road in bangalore
 
Laboratory studies of dense bituminous mixes ii with reclaimed asphalt materials
Laboratory studies of dense bituminous mixes ii with reclaimed asphalt materialsLaboratory studies of dense bituminous mixes ii with reclaimed asphalt materials
Laboratory studies of dense bituminous mixes ii with reclaimed asphalt materials
 
Laboratory investigation of expansive soil stabilized with natural inorganic ...
Laboratory investigation of expansive soil stabilized with natural inorganic ...Laboratory investigation of expansive soil stabilized with natural inorganic ...
Laboratory investigation of expansive soil stabilized with natural inorganic ...
 
Influence of reinforcement on the behavior of hollow concrete block masonry p...
Influence of reinforcement on the behavior of hollow concrete block masonry p...Influence of reinforcement on the behavior of hollow concrete block masonry p...
Influence of reinforcement on the behavior of hollow concrete block masonry p...
 
Influence of compaction energy on soil stabilized with chemical stabilizer
Influence of compaction energy on soil stabilized with chemical stabilizerInfluence of compaction energy on soil stabilized with chemical stabilizer
Influence of compaction energy on soil stabilized with chemical stabilizer
 
Geographical information system (gis) for water resources management
Geographical information system (gis) for water resources managementGeographical information system (gis) for water resources management
Geographical information system (gis) for water resources management
 
Forest type mapping of bidar forest division, karnataka using geoinformatics ...
Forest type mapping of bidar forest division, karnataka using geoinformatics ...Forest type mapping of bidar forest division, karnataka using geoinformatics ...
Forest type mapping of bidar forest division, karnataka using geoinformatics ...
 
Factors influencing compressive strength of geopolymer concrete
Factors influencing compressive strength of geopolymer concreteFactors influencing compressive strength of geopolymer concrete
Factors influencing compressive strength of geopolymer concrete
 
Experimental behavior of circular hsscfrc filled steel tubular columns under ...
Experimental behavior of circular hsscfrc filled steel tubular columns under ...Experimental behavior of circular hsscfrc filled steel tubular columns under ...
Experimental behavior of circular hsscfrc filled steel tubular columns under ...
 
Evaluation of punching shear in flat slabs
Evaluation of punching shear in flat slabsEvaluation of punching shear in flat slabs
Evaluation of punching shear in flat slabs
 
Evaluation of performance of intake tower dam for recent earthquake in india
Evaluation of performance of intake tower dam for recent earthquake in indiaEvaluation of performance of intake tower dam for recent earthquake in india
Evaluation of performance of intake tower dam for recent earthquake in india
 
Evaluation of operational efficiency of urban road network using travel time ...
Evaluation of operational efficiency of urban road network using travel time ...Evaluation of operational efficiency of urban road network using travel time ...
Evaluation of operational efficiency of urban road network using travel time ...
 
Estimation of surface runoff in nallur amanikere watershed using scs cn method
Estimation of surface runoff in nallur amanikere watershed using scs cn methodEstimation of surface runoff in nallur amanikere watershed using scs cn method
Estimation of surface runoff in nallur amanikere watershed using scs cn method
 
Estimation of morphometric parameters and runoff using rs & gis techniques
Estimation of morphometric parameters and runoff using rs & gis techniquesEstimation of morphometric parameters and runoff using rs & gis techniques
Estimation of morphometric parameters and runoff using rs & gis techniques
 
Effect of variation of plastic hinge length on the results of non linear anal...
Effect of variation of plastic hinge length on the results of non linear anal...Effect of variation of plastic hinge length on the results of non linear anal...
Effect of variation of plastic hinge length on the results of non linear anal...
 
Effect of use of recycled materials on indirect tensile strength of asphalt c...
Effect of use of recycled materials on indirect tensile strength of asphalt c...Effect of use of recycled materials on indirect tensile strength of asphalt c...
Effect of use of recycled materials on indirect tensile strength of asphalt c...
 
Effect of skew angle on static behaviour of reinforced concrete slab bridge d...
Effect of skew angle on static behaviour of reinforced concrete slab bridge d...Effect of skew angle on static behaviour of reinforced concrete slab bridge d...
Effect of skew angle on static behaviour of reinforced concrete slab bridge d...
 

Recently uploaded

Introduction to Robotics in Mechanical Engineering.pptx
Introduction to Robotics in Mechanical Engineering.pptxIntroduction to Robotics in Mechanical Engineering.pptx
Introduction to Robotics in Mechanical Engineering.pptx
hublikarsn
 
scipt v1.pptxcxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx...
scipt v1.pptxcxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx...scipt v1.pptxcxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx...
scipt v1.pptxcxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx...
HenryBriggs2
 
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
ssuser89054b
 
1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf
1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf
1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf
AldoGarca30
 

Recently uploaded (20)

Introduction to Robotics in Mechanical Engineering.pptx
Introduction to Robotics in Mechanical Engineering.pptxIntroduction to Robotics in Mechanical Engineering.pptx
Introduction to Robotics in Mechanical Engineering.pptx
 
Post office management system project ..pdf
Post office management system project ..pdfPost office management system project ..pdf
Post office management system project ..pdf
 
Ground Improvement Technique: Earth Reinforcement
Ground Improvement Technique: Earth ReinforcementGround Improvement Technique: Earth Reinforcement
Ground Improvement Technique: Earth Reinforcement
 
Online electricity billing project report..pdf
Online electricity billing project report..pdfOnline electricity billing project report..pdf
Online electricity billing project report..pdf
 
Augmented Reality (AR) with Augin Software.pptx
Augmented Reality (AR) with Augin Software.pptxAugmented Reality (AR) with Augin Software.pptx
Augmented Reality (AR) with Augin Software.pptx
 
Basic Electronics for diploma students as per technical education Kerala Syll...
Basic Electronics for diploma students as per technical education Kerala Syll...Basic Electronics for diploma students as per technical education Kerala Syll...
Basic Electronics for diploma students as per technical education Kerala Syll...
 
Max. shear stress theory-Maximum Shear Stress Theory ​ Maximum Distortional ...
Max. shear stress theory-Maximum Shear Stress Theory ​  Maximum Distortional ...Max. shear stress theory-Maximum Shear Stress Theory ​  Maximum Distortional ...
Max. shear stress theory-Maximum Shear Stress Theory ​ Maximum Distortional ...
 
PE 459 LECTURE 2- natural gas basic concepts and properties
PE 459 LECTURE 2- natural gas basic concepts and propertiesPE 459 LECTURE 2- natural gas basic concepts and properties
PE 459 LECTURE 2- natural gas basic concepts and properties
 
Electromagnetic relays used for power system .pptx
Electromagnetic relays used for power system .pptxElectromagnetic relays used for power system .pptx
Electromagnetic relays used for power system .pptx
 
Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...
Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...
Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...
 
Memory Interfacing of 8086 with DMA 8257
Memory Interfacing of 8086 with DMA 8257Memory Interfacing of 8086 with DMA 8257
Memory Interfacing of 8086 with DMA 8257
 
Hostel management system project report..pdf
Hostel management system project report..pdfHostel management system project report..pdf
Hostel management system project report..pdf
 
Introduction to Geographic Information Systems
Introduction to Geographic Information SystemsIntroduction to Geographic Information Systems
Introduction to Geographic Information Systems
 
scipt v1.pptxcxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx...
scipt v1.pptxcxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx...scipt v1.pptxcxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx...
scipt v1.pptxcxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx...
 
Signal Processing and Linear System Analysis
Signal Processing and Linear System AnalysisSignal Processing and Linear System Analysis
Signal Processing and Linear System Analysis
 
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
 
1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf
1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf
1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf
 
Linux Systems Programming: Inter Process Communication (IPC) using Pipes
Linux Systems Programming: Inter Process Communication (IPC) using PipesLinux Systems Programming: Inter Process Communication (IPC) using Pipes
Linux Systems Programming: Inter Process Communication (IPC) using Pipes
 
NO1 Top No1 Amil Baba In Azad Kashmir, Kashmir Black Magic Specialist Expert ...
NO1 Top No1 Amil Baba In Azad Kashmir, Kashmir Black Magic Specialist Expert ...NO1 Top No1 Amil Baba In Azad Kashmir, Kashmir Black Magic Specialist Expert ...
NO1 Top No1 Amil Baba In Azad Kashmir, Kashmir Black Magic Specialist Expert ...
 
HOA1&2 - Module 3 - PREHISTORCI ARCHITECTURE OF KERALA.pptx
HOA1&2 - Module 3 - PREHISTORCI ARCHITECTURE OF KERALA.pptxHOA1&2 - Module 3 - PREHISTORCI ARCHITECTURE OF KERALA.pptx
HOA1&2 - Module 3 - PREHISTORCI ARCHITECTURE OF KERALA.pptx
 

A design for improving the core shelf system in a core repository

  • 1. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 02 Issue: 09 | Sep-2013, Available @ http://www.ijret.org 85 A DESIGN FOR IMPROVING THE CORE SHELF SYSTEM IN A CORE REPOSITORY X. Xing1 , W.S.Hu1 , L.Gao2 1 School of Earth Sciences, Yangtze University, No. 1 Daxue Road, Wuhan, Hubei, China 2 Exploration and Development Research Institute of Huabei oilfield, Renqiu, Hebei, China Corresponding Author Tel.: +86-027-69111922.; fax: +86-027-69111650. justgoo1985@gmail.com Abstract Current core repository storage strategies and existing problems with current core rack retrieval were analyzed. Current retrieval methods were found to be inefficient both in the storage and retrieval of core samples. This prompted a study on improvements in storage algorithms. This new algorithm allows for improvements in rack structure, identification systems and databases used for core storage. This is done by utilizing structured information gathering for core storage areas, core observation areas and transportation devices and therefore can effectively improve the work efficiency in reducing work intensity and convenient data processing. Keywords: Core repository, improvement, shelf system ----------------------------------------------------------------------***------------------------------------------------------------------------ 1. INRODUCTION Cores are rock samples obtained by drilling into ores. Core whole locations are determined by using stratigraphic horizon and depth of stratum techniques. The use of cores is helpful in both the process of studying and developing oil fields and in the location of solid mineral deposits. They are also useful in determining the physical and chemical composition of underground deposits. In addition, they are important geological archives which need specialized facilities for long- term preservation and study. In view of the importance of core sampling, China’s relevant departments were tasked with performing pertinent experiments as well as with the study of foreign reports. Core repositories specialize in storing core samples. Using existing cold storage techniques, a core is stored in a single unit in a core rack. Due to the number of core samples for any given well, a core rack may contain numerous samples from different sources. Records are maintained for the location of each core section, additionally tagged with each core sample’s source well. When a core rack contains many samples from several wells, the sample must be removed in a timely manner when testing of the sample has been scheduled and then transported to an observation room. Each core box contains multiple samples, a single row of which, when fully loaded, can weigh in excess of 15 kg, with a double row of core boxes weighing in excess of 30 kg. Loading and unloading of core samples by hand can become onerous due to the weight of core boxes, so carrying robots are typically used to retrieve core samples. Despite the benefits provided by automatic retrieval, there are several disadvantages to using this method. Disadvantages include the complex operation and difficult maintenance of the equipment, a lack of refined categorization techniques, high maintenance costs and equipment fragility. Each adds to the cost of core sample retrieval and testing processes. Using existing core testing procedures, manual preparation and core location account for 40% of total work time, with the remaining 60% used for the testing itself. This increases the intensity of the work while lowering its efficiency. With an increasing workload, more time for manual preparation and core location will be required. By achieving an improvement in the core retrieval process, more time can be allotted for testing samples and observation. 2.0. DESIGN PROCEDURE 2.1. Analyzing the Storage and Removal Work for Core Boxes from a Core Rack Storage and removal of core boxes involve separate procedures, with similar methods for achieving the intended results. The first step in any storage or retrieval is performed by querying the location for the box. The robot will then locate the box given this information and then retrieve the box. The time spent on storage or retrieval can be divided into three parts, representing each of these steps. Formula 1 can then be given as follows: Tqc = Tcx + Tdw + Tqz (1)
  • 2. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 02 Issue: 09 | Sep-2013, Available @ http://www.ijret.org 86 where Tqc is the total time, Tcx represents the time spent on the database query, Tdw is the location time and Tqz is the time spent on retrieval (or storage). Measures that can be used to improve the efficiency in each of these three time periods will improve overall efficiency as well. In order to obtain the location of a specific core box, the major position and specific location of it must be known. The time spent on a given inquiry can be further subdivided into querying the two individual parts of this data set. Tcx = Tqw + Tdd (2) Where Tqw represents the major position query time and Tdd is the specific location query time. Measures improving the efficiency of the query in either mode can be then said to improve overall efficiency. 2.2 Analyzing Workload For Removal Of Core Boxes To determine the removal work for a targeted core box, we should first look at the position of the targeted box on a rack. If each frame core box can be said to have n layers, and each layer has m core boxes, and both n and m are elements of N+, as in Formula 3, N+ (3) and the position (P) is a function of m’ and n where m’ = 1, 2, 3, 4, …. 1/2 m (4) Under normal operation, the manipulator always moves from a larger to a smaller number. If m’ > 1/2m, the manipulator will take core samples from the opposite side of a core box. By design, m’ is always counted from the end of the rack with the fewest number of core boxes. Since core boxes are removed from top to bottom with the uppermost boxes being removed first, n is counted from this direction as well. When the target box is at the top layer of the rack (n=1), the manipulator removes that number according to the following algorithm: Y = m’ for m’ ≤ 1/2 m (5) If n>1 and m>1, then Y = n*m+1/2(n-1)(m-m’) for P = 1,2, 3, …1/2 m (6) For example, if n=1 and m=10, then m’=5, determining the number of boxes the manipulator should remove are simply: Y = m’ (because m’≤ 1/2 m) Y = 5 So, if n=5, m=10 and P = 5, the number of core boxes the manipulator should remove will be: n>1, m>1, P1/2 m Y = n*m’+1/2(n-1)(m-m’) or Y = 5*5+1/2(5-1)(10-5) = 35. As layers in the core rack are removed, the number of boxes the manipulator will be required to remove to reach a specific location will be reduced. When the number of the core box reaches 1, the quantity the manipulator will need to remove is defined as Y’, where Y’ = Y(n=1). Y’ = 1*m+1/2(1-1)(10-5) = 5 Y-Y’ = 30 This gives a 14% reduction in the workload when n=1, which demonstrates that increasing the number of layers is more effective than increasing the number of core boxes in a single layer. 2.3 Reducing The Friction Of Core Boxes During Storage And Removal Since rolling has a lower coefficient of friction than sliding, the use of sliding friction by installing a tray and pulley system can be used to increase efficiency in the removal process. This allows for the separation of different core boxes in distinct positions in the core rack. Using four rollers corresponding to the added trays will help realize this substitution. To accommodate the extra weight of the trays, additional thickness in the baseboards of the rack should be adopted, as well. 2.4 Improving the Recognition of Core Boxes Using formulas 1 and 2, a corresponding logo for each box with an accompanying location device should be used to decrease the time needed to locate targeted boxes. 3. IMPROVED DESIGN PROPOSAL 3.1 Improvement In Rack Layering of Core Boxes According to the example given in section 2.2, reducing the number of the layers in core racks improves the efficiency of storage and removal work. In order to achieve this improvement, the structure of the core shelves must be altered by reducing the distance between each rack used for core storage. Using a shelf which houses a monolayer instead of shelving which contains multiple layers and multiple boxes can achieve the desired improvements. Additional improvements can be realized by placing the same core
  • 3. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 02 Issue: 09 | Sep-2013, Available @ http://www.ijret.org 87 samples from identical core holes adjacent to one another as shown in Fig. 1 below. 3.2 Reducing The Friction Of Core Boxes During Storage And Removal To reduce the resistance of storing and removing core boxes, each pallet is designed on the basis of a single core box space, with each core box tray installed on the chassis of a wheel having inlets and outlets fixed on both sides of the storage racks. This allows for easier removal of core boxes due to decreased friction at the box/tray interface as shown in Picture 2 below. 3.3 Improving Core Box Identification Efficiency To improve the efficiency of identifying core boxes, a core rack identification system needs to be established. Using a laser digital ID system to tag both ends of the box (Figure 3), each box can be labeled with its own digital ID. Attaching the computer database to each shelf with the digital information for cores contained in a given shelf increases the efficiency of storage and removal by allowing for a unified management of the repository as shown in Picture 3 below. Integrating all core store data in a single database for the core storage area, core observation area, scanning area and access forklift for each storage rack forms an organic whole. The forklift computer and the control room computer are linked by an uninterrupted signal offering complete access of core data to the forklift computers. In order to implement these improvements, core numbers need to be entered into the control room computer first. The forklift computers access this data thereby retrieving the correct core box from the storage shelving area and bringing it to the transportation tracks which lead to the core library. The targeted cores are then moved to the core observation area. 4. SUMMARY OF IMPROVEMENTS 4.1 Effects Of Improvements Improved access and efficiency for core boxes: Compared with the original design for the core shelf, the improved design can reduce the workload and improve core box access rates. Added efficiency is observed the further a box is located down in the core rack. For a target core box at a depth of five layers under the original configuration, the access rate using the improved method requires 14% of the time needed without any improvements. With a reduction in the effects of friction during the handling process also incorporated, the time to retrieve a target core box will be reduced even further. Improved query efficiency for core boxes: With improved tagging on core boxes and shelves entered into a database located in the observation room, the computer can be used to make a quick inquiry about the target box location by using localized shelf location information kept at each core rack. This significantly improves the efficiency of location queries. Security Issues: Incorporating a tray design into the improved core rack system allows for the placement of core boxes directly into each tray. This eliminates the problem of collapsing racks due to the overtop centre of gravity caused by a single tray with multi-layer core boxes and uneven weight distributions. 4.2 Experiences with Improvements Innovations introduced by this product: Recognizing the deficiencies of existing products is an important way to improve the products. By observing existing production lines carefully, a problem can be isolated. Improvements of product performance: The disruptive effect of continuing to use existing methods in production is relevant when justifying the adoption of new techniques and technologies. After determining the cause of a product’s deficiencies and addressing these, overall efficiency of a process can be improved as well. REFERENCES [1] Xiang-dong Liu, Li-hai Zhang, et al. On China’s Physical Geological Data Management and Social Services [J]. Land and Resource Technology Management 2010, 27 (2): 133-136. [2] Xin Yan. China National Committee for Terms in Sciences and technologies [DB/OL]. http://baike.baidu.com/view/1746161.htm [3] Xin-yu Chen, Qing-min Nan. The Management and Services of Russian Physical Geological Data [J]. Natural Resource Economics, 2011 (8): 25-28, 55. [4] Yan Li, the Brief Exposition of Classification and Arrangement of the Fifteen Geological Data [J]. Geology, 2009, 27 (2): 198-199. [5] Yan-ping Liu, The Management of Russian Geological Data [J]. Land and Resources Information, 2006 (11): 8-13.
  • 4. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 02 Issue: 09 | Sep-2013, Available @ http://www.ijret.org 88