High Voltage Braced Insulator Assemblies Design & Application

Slides:



Advertisements
Similar presentations
Shearing Stresses in Beams and Thin-Walled Members
Advertisements

Measurement Of High Voltages & High Currents
Electrónica de Potência © 2008 José Bastos Chapter 2 Power Semiconductor Switches: An Overview 2-1 Chapter 2 Overview of Power Semiconductor Devices Introduction.
Slide 1 Insert your own content. Slide 2 Insert your own content.
Finite Element Method CHAPTER 6: FEM FOR FRAMES
By D. Fisher Geometric Transformations. Reflection, Rotation, or Translation 1.
Design & Wind Stability Analysis Of Horizontal Vee Assemblies
Business Transaction Management Software for Application Coordination 1 Business Processes and Coordination.
Jeopardy Q 1 Q 6 Q 11 Q 16 Q 21 Q 2 Q 7 Q 12 Q 17 Q 22 Q 3 Q 8 Q 13
Jeopardy Q 1 Q 6 Q 11 Q 16 Q 21 Q 2 Q 7 Q 12 Q 17 Q 22 Q 3 Q 8 Q 13
List and Search Grants Chapter 2. List and Search Grants 2-2 Objectives Understand the option My Grants List Grant Screen Viewing a Grant Understand the.
0 - 0.
DIVIDING INTEGERS 1. IF THE SIGNS ARE THE SAME THE ANSWER IS POSITIVE 2. IF THE SIGNS ARE DIFFERENT THE ANSWER IS NEGATIVE.
MULTIPLYING MONOMIALS TIMES POLYNOMIALS (DISTRIBUTIVE PROPERTY)
ADDING INTEGERS 1. POS. + POS. = POS. 2. NEG. + NEG. = NEG. 3. POS. + NEG. OR NEG. + POS. SUBTRACT TAKE SIGN OF BIGGER ABSOLUTE VALUE.
SUBTRACTING INTEGERS 1. CHANGE THE SUBTRACTION SIGN TO ADDITION
MULT. INTEGERS 1. IF THE SIGNS ARE THE SAME THE ANSWER IS POSITIVE 2. IF THE SIGNS ARE DIFFERENT THE ANSWER IS NEGATIVE.
FACTORING Think Distributive property backwards Work down, Show all steps ax + ay = a(x + y)
Addition Facts
OVERHEAD LINE INSULATORS
Richmond House, Liverpool (1) 26 th January 2004.
Chap.8 Mechanical Behavior of Composite
Minimum Weight Plastic Design For Steel-Frame Structures EN 131 Project By James Mahoney.
A Comparison of Numerical Methods to Predict the Progressive Collapse of Lightweight Aluminium Vessels Simon Benson, Jonathan Downes, Robert S. Dow Newcastle.
2. CABLES AND ARCHES.
PILC Replacement Page 1 April 2003 ICC PILC Replacement: Getting the Lead Out Spring ICC Cincinnati, OH April 30, 2003 ?
Pre-Calculus Chapter 6 Additional Topics in Trigonometry.
Module 6: Train-Track Dynamics
NREL Wind Integration Workshop By Electric Power Systems, Inc. June 28-29, 2010.
1 LESSLOSS Sub Project 7 Techniques and Methods for Vulnerability Reduction Barcelona 18 th May 07 – Lisbon 24 th May 07 LESSLOSS Dissemination Meeting.
Dummy Dealers welcome !. euroCADcrete Step 1: General data euroCADcrete: Educational software according EC2.
7. PV System Sizing Herb Wade Consultant
Aerospace Structures and Materials: Postscript on Crippling
O X Click on Number next to person for a question.
Twenty Questions Subject: Twenty Questions
Success with ModelSmart3D Pre-Engineering Software Corporation Written by: Robert A. Wolf III, P.E. Copyright 2001, Pre-Engineering Software Corporation,
1 RF Workshop 16 th & 17 th April 2012 Design Layout Alan Grant, STFC.
Past Tense Probe. Past Tense Probe Past Tense Probe – Practice 1.
Concrete Fooring & Roofing System
GG Consulting, LLC I-SUITE. Source: TEA SHARS Frequently asked questions 2.
Addition 1’s to 20.
25 seconds left…...
Test B, 100 Subtraction Facts
11 = This is the fact family. You say: 8+3=11 and 3+8=11
Week 1.
We will resume in: 25 Minutes.
Concrete Construction Part 1
O X Click on Number next to person for a question.
Fisica Generale - Alan Giambattista, Betty McCarty Richardson Copyright © 2008 – The McGraw-Hill Companies s.r.l. 1 Chapter 10: Elasticity and Oscillations.
1 PART 1 ILLUSTRATION OF DOCUMENTS  Brief introduction to the documents contained in the envelope  Detailed clarification of the documents content.
CHAPTER OBJECTIVES Discuss the behavior of columns.
ENCE 455 Design of Steel Structures
DESIGN OVERHEAD TRANSMISSION LINES Prepared by:- Er. Varinder Kaur
INTRODUCTION OF ULTRA-HIGH VOLTAGE (UHV) 1000 kV AC TRANSFORMER
What is a wave? Speed, wave length and frequency.
“INSULATOR IN OVER HEAD LINE”
Building Fun You will have 30 minutes to build the strongest structures you can with only the materials you are provided with. Explain to the class the.
IN MODULAR CONSTRUCTIONS
Chapter # 8 Mechanical Design of Overhead Lines.
Mechanical Design of Transmission Lines PREPARED BY: SHAH RAHIL( ) SONAL SHRIVASTAVA( ) Guided by: DR.NILESH CHOTHANI.
Electrical Power System SMJE 2103
1 George Washington Bridge 本章简要介绍索的特性和分析方法,主要包括索的特征、 索内力的变化、重力(竖向荷载作用下索的分析、广义索定 理以及确定索状拱的方法。与桁架相比,索只能承受轴向拉 力,内力单一,但必须形成一定的曲线才能承受不与索轴重 合的荷载,使其构成和分析独具特色。将索变形限定在较小.
GUIDED BY: DR. NILESH CHOTHANI PREPARED BY: SEJAL SHAH( )
Topic Name: INSULATORS
Use of Resilient Channel or Hat Channel to Meet the Lateral Restraint/Bracing Requirements of the Bottom Chords of MPCWT Floor Systems Overview Revised.
POWER TRANSMISSION with BELTS & CHAINS
Braced Line Post Ratings IEEE T&D R
“Insulators.
A.C. DISTRIBUTOR CALCULATIONS
Reinforced concrete column
Presentation transcript:

High Voltage Braced Insulator Assemblies Design & Application Panel Session PN23 2008 IEEE Transmission & Distribution Exposition & Conference April 24, 2008 Chicago, IL Good morning and welcome to the panel on Design & Application of High Voltage Braced Insulator Assemblies.

High Voltage Braced Insulator Assemblies Design & Application A. C. Baker: Overview & general comments R. A. Bernstorf: Strength ratings D. G. Powell: Horizontal Vee stability R. K. Kihara: Construction

Armless Construction

Load Capacity Improvement

Braced Insulator Assembly

Vertical Load Carrying Capacity vs. Transverse Loading for a Typical 230 kV Horizontal Vee

Unbalanced Longitudinal Loads L1 ≠ L2 T = (V sin θ – H cos θ) tan ω

Horizontal Vee Longitudinal Displacement L1 L2

Horizontal Vee Lines Wind stability limit can be lower than maximum wind speed usually considered. HV assemblies subjected to unbalanced longitudinal loads will be displaced in direction of higher load. Changes in sag will counteract the unbalancing load, establishing new equilibrium at each support point. Iterative solution needed.

Horizontal Vee Wind Speed Stability Limit

Ref. INMR Quarterly Review Quarter 1 2004 230 kV Horizontal Vee Line Ref. INMR Quarterly Review Quarter 1 2004

Rotated Horizontal Vee Ref. INMR Quarterly Review Quarter 1 2004

Braced Post Used as a Longitudinal Restraint Point Ref. INMR Quarterly Review Quarter 1 2004

Tripod Longitudinal Restraint Assembly

Other Loading Considerations Suspension insulators: tension loads only. Brace: no compression loads. Polymer posts: combined loading effects Some Porcelain posts designed for tension /compression only. Do not use for Braced Post Assemblies. Posts : consider buckling strength These subjects will be covered in detail in later presentations.

Electrical Design Brace and Post insulator components must be properly coordinated. Individual components must be adequate to withstand the power frequency and impulse electrical stresses in service. Assembly Leakage Distance. Assembly Dry Arc Distance. Manufacturers should be consulted concerning need for corona rings.

Summary Two types of Braced Insulator Assemblies: Braced Posts & Horizontal Vees (fixed or articulated posts) Different mechanical characteristics. Braced Posts primarily polymer. Consider Horizontal Vee wind stability limits. Longitudinal restraint assemblies can increase the wind stability limit for a Horizontal Vee line. Installation of some Horizontal Vees may require special construction techniques.