Drilling Office Close Approach. Close Approach (Cont’)  Standard Proximity Calculations Normal Plane: MD interval is recommended because in horizontal.

Slides:



Advertisements
Similar presentations
Gauss’s Law Electric Flux
Advertisements

Calypso Construction Features
2.5. B ASIC P RIMITIVE I NTERSECTION Details of common forms of primitive intersection test.
Survey Planning & Illumination with NORSAR-3D
Chapter 7 Analyzing Conic Sections
Techniques and Applications
Links and Joints.
Sections 7-1 and 7-2 Review and Preview and Estimating a Population Proportion.
ENTC 1110 Multiview Drawings.
Mechanics of Materials – MAE 243 (Section 002) Spring 2008
HST Rough Toolpaths. Cut Parameters Note: The cut parameters will change based on the toolpath type. When possible the same settings will be brought into.
Computational Geometry & Collision detection
Advanced Computer Graphics Spring 2014 K. H. Ko School of Mechatronics Gwangju Institute of Science and Technology.
Topics: Inferential Statistics
Locating the Epicenter
7-3 Estimating a Population Mean
Chapter 7 Pictorials Topics Exercises.
Circle Drawing algo..
Lesson 35 Wellbore Surveying Methods
8-1B Circles and Tangent Lines When you have a line and a circle in the same plane, what three situations are possible? What is a secant line? What is.
כמה מהתעשייה? מבנה הקורס השתנה Computer vision.
Coordinate Systems Spheroids and spheres. Datums. Coordinate systems.
Chapter 2 Describing Data with Numerical Measurements General Objectives: Graphs are extremely useful for the visual description of a data set. However,
Ellipse Conic Sections.
CS 450: COMPUTER GRAPHICS REVIEW: DRAWING ELLIPSES AND OTHER CURVES SPRING 2015 DR. MICHAEL J. REALE.
Outline of class  1 st part: How to make sketches  Entities  Relations  Dimensioning  2 nd part: How to make features  Starting/ending points 
Introduction Tracking the corners Camera model and collision detection Keyframes Path Correction Controlling the entire path of a virtual camera In computer.
Ray Model A useful model under certain circumstances to explain image formation. Ray Model: Light travels in straight-line paths, called rays, in ALL.
1 Reflection and Mirrors. 2 The Law of Reflection “ The angle of incidence equals the angle of reflection.”
Basic Principles of Coordinate Measuring machines
Copyright © 2010, 2007, 2004 Pearson Education, Inc. All Rights Reserved. Section 7-3 Estimating a Population Mean:  Known.
1 1 Slide © 2012 Cengage Learning. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website, in whole.
Describing Process Specifications and Structured Decisions Systems Analysis and Design, 7e Kendall & Kendall 9 © 2008 Pearson Prentice Hall.
Copyright © 2010, 2007, 2004 Pearson Education, Inc. Chapter 6 The Standard Deviation as a Ruler and the Normal Model.
Problem 1a The table on the right shows the results of a formation sample hypothetical sieve analysis. (Grain sizes listed in the table are conjecture,
Chapter 9: Quadratic Relations and Systems Section 9-3: Ellipses.
Sections 7-1 and 7-2 Review and Preview and Estimating a Population Proportion.
Section 7.3 – The Ellipse Ellipse – a set of points in a plane whose distances from two fixed points is a constant.
DRAINMOD APPLICATION ABE 527 Computer Models in Environmental and Natural Resources.
CS 325 Introduction to Computer Graphics 03 / 22 / 2010 Instructor: Michael Eckmann.
Understanding Your Data Set Statistics are used to describe data sets Gives us a metric in place of a graph What are some types of statistics used to describe.
1-1 Copyright © 2015, 2010, 2007 Pearson Education, Inc. Chapter 5, Slide 1 Chapter 5 The Standard Deviation as a Ruler and the Normal Model.
Copyright © 2014 Pearson Education. All rights reserved Estimating Population Means LEARNING GOAL Learn to estimate population means and compute.
Collision Detection And Response Jae Chun KyungSoo Im Chau Vo Hoang Vu.
The law of reflection: The law of refraction: Image formation
Map projections and datums
1 Sage Demo 4 Collisions SAGE Lecture Notes Ian Parberry University of North Texas.
ST236 Site Calibrations with Trimble GNSS
Week 4 Functions and Graphs. Objectives At the end of this session, you will be able to: Define and compute slope of a line. Write the point-slope equation.
Cross Sections.
Descriptive Geometry. Introduction  What is Descriptive Geometry? →It is the study of points, lines, and planes in space to determine their locations.
Geo597 Geostatistics Ch11 Point Estimation. Point Estimation  In the last chapter, we looked at estimating a mean value over a large area within which.
Mirrors and Images. Light Review A luminous object emits light (ex: the sun) An illuminated object reflects light (ex: the moon) For both, light emits/reflects.
Making graphs and using equations of ellipses. An ellipse is the set of all points P in a plane such that the sum of the distance from P to 2 fixed points.
Conics. Conic Sections - Definition A conic section is a curve formed by intersecting cone with a plane There are four types of Conic sections.
National Highway Institute 5-1 REV-2, JAN 2006 EQUIPMENT FACTORS AFFECTING INERTIAL PROFILER MEASUREMENTS BLOCK 5.
Chapter 15 Analysis of Variance. The article “Could Mean Platelet Volume be a Predictive Marker for Acute Myocardial Infarction?” (Medical Science Monitor,
Drafting I – Coach Pennington
8.2 Estimating Population Means
Section 3 Descriptive Geometry
Projections and Coordinate Reference Systems
Essentials of Modern Business Statistics (7e)
6-3 Conic Sections: Ellipses
Ellipses Ellipse: set of all points in a plane such that the sum of the distances from two given points in a plane, called the foci, is constant. Sum.
2.5. Basic Primitive Intersection
Estimating a Population Mean:  Known
Computer Animation Algorithms and Techniques
Chapter Nine: Using Statistics to Answer Questions
AUXILIARY VIEWS C H A P T E R E I G H T.
Presentation transcript:

Drilling Office Close Approach

Close Approach (Cont’)  Standard Proximity Calculations Normal Plane: MD interval is recommended because in horizontal wells, TVD interval may have several positions within the object well, creating discontinuous results. Normal Plane

Close Approach (Cont’) Travelling cylinder plots are undistorted and depict the true 3-D relative position of surrounding wells; these plots are especially useful for forward projections. Will not detect a close well that is passing just beyond the end of the subject wellbore. Scanning down the offset survey ensures that no portion of the offset well is missed. This ability is especially important for detecting close approaches between wells oriented perpendicularly. StrengthsWeaknesses

Close Approach (Cont’)  Standard Proximity Calculations Horizontal Plane: TVD interval is recommended because in highly deviated wells (with inclinations at or exceeding 90°) it is possible to have multiple penetrations with the horizontal plane and multiple distances from the same point in the subject well Horizontal Plane

Close Approach (Cont’) Useful for determining relative positions of formation penetrations that are essentially flat. Limited use as an anticollision tool with high-angle, designer wells. A spider plot provides more information for anticollision, while depicting a horizontal perspective. Extremely distorted travelling cylinder plots. StrengthsWeaknesses

Close Approach (Cont’)  Standard Proximity Calculations 3D Least Distance: (Reverse Normal Plane) Computes the radius of a sphere centered on the subject survey that just touches the offset survey. 3D Least Distance

Close Approach (Cont’) Provides the true closest distance between wellbores for a given position, which is useful in additional applications (well injection/fluid flow analysis). Anticollision uses are for blowout intersection for well killing procedures and for active magnetic ranging anticollision procedures. Distorted travelling cylinder plots. StrengthsWeaknesses

Close Approach (Cont’)  CALCULATION OUTPUTS center-to-center distance ellipse of uncertainty (EOU) distance separation factor alert radii

Close Approach (Cont’)  center-to-center distance The straight-line distance between the subject survey and an offset survey No error analysis is incorporated in this calculation.

Close Approach (Cont’)  ellipse of uncertainty (EOU) distance The ellipse of uncertainty (EOU) distance is equal to the ct-ct distance minus the sum of the ellipse semimajor axes of the subject well survey and the offset well intersection point survey.

Close Approach (Cont’)  separation factor Separation factor = (ct – ct distance)/(Sum of EOU semimajor axes)  S.F. > 1, the error ellipses do not overlap  S.F. = 1, the error ellipses just touch  S.F. < 1, the error ellipses overlap

Close Approach (Cont’)  alert radii Major Risk  The major risk radii are defined as the smallest cones of the three available alert zones. The major risk zone specifies close approaches that come so close to the nearby well that a dangerous situation exists, even if the offset well is shut in.

Close Approach (Cont’)  alert radii Minor Risk  The minor risk radii are defined as a warning zone, so that any wells coming within the warning zone can be shut in; however, these wells are not as critical as a well entering the major risk radii.

Close Approach (Cont’)  alert radii Drilling Buffer  The drilling buffer radii is a zone defined to ensure enough clearance from nearby wells to allow for normal deviation from a plan during drilling operations. This buffer ensures efficiency in the drilling operation, without adding any unnecessary expenses for anticollision purposes.

Close Approach (Cont’)  alert radii The alert radii are defined by an initial radius at the surface, and a table of user-defined, growth rate information. The growth rate information defines the TVD range for a cone. The cone has an initial radius that is equal to the parameter set at the surface and grows at the user-defined rate, down to the specified depth. The next TVD range starts where the previous range left off and grows according to next level of user- defined specifications. The zone sizes can be set by the user and are generally defined by the operator’s anti-collision policies or rules.