جسر المنشية؟ كيف نحقق اطالة عمر المنشئات الهندسية ... بروفسير د. د. محمد الرشيد قريش

كيف نحقق اطالة عمر المنشئات الهندسية ومنع انهيا رها المبكر     

    

Seminar on Infrastructure Failures & Life Extension

                      

مركز تطوير أنظمة الخبرة الذكية لهندسة المياة والنقل والطاقة والتصنيع

مقدم السمنار: بروفسير د. د. محمد  الرشيد قريش*

 Who Will Benefit From Collected Info On Engineering Incidents?—Or the Seminar! 

 إدارة الشؤن الهندسية

 الدفاع المدني  Civil Defense Agency

 المركز الأفريقي للكوارثDisaster Abatement Center

 Design Professions (Architects, Civil, Structural, 

    Mechanical & Electrical Engineers)

 Engineering Practitioners.

 Researchers & Planners of New Projects.

 Reviewers /Rehabilitators of Existing Works

 Teachers, to Use As Case Studies

 Code Setters, to Use for Modifying & Updating 

   Codes & regulations

 College Text book Authors

 Investigators, Negotiators, Arbitrators, Committees of Inquiry & Parties Involved In Litigation Procedures 

 Insurance Companies

 New Products developers

 Testing & Materials Labs

 Transportation Planners

 Environmental Planners

 Municipal & Public Works Parishioners

 Industrial Facilities & Manufacturing Fabricators

 Finance Agencies (Commercial Banks, Mortgage Agencies)

 Real Estate Organizations 

 Building Constructors ( General Contractors & Special Trade Contractors)

 Engineering (Heavy) Construction (Highways, Bridges, 

   Railroads, Airfields, Dams)

 Building Product Manufactures (Local Brickyards)

 The Media—Newspapers, TV etc

 Railroads, Airfields, Dams)

 Building Product Manufactures (Local Brickyards)

 Industries Union.

 Public & Private Passenger Transport Providers

 Heavy Vehicle Operators & Freight Carriers

  Duration—One Day: 

  Module One: Forensic Engineering:

  Towards Total Quality In Engineering Works 

 The Importance of Failure 

 Failure as a unifying theme of engineering

 Failure as part of exploring engineering ethics

 Primary Causes of Engineering Disasters 

 The Study of Structural Failures: 

 Making Large-Scale, Small-Scale & Serviceability Failures Pay

 Engineering, Defined 

 Engineering Problem-Solving ?

 Definition of Failure

 The Failure Space –Success Space Concept

 Failure Is An Unacceptable  Difference Between Expected & Observed Performance

 The Definition Is Broad Enough to Include Serviceability Problems e.g.: 

◊ Annoying Vibrations 

◊ Excessive Deformations 

◊ Premature Deterioration of Materials & 

◊ Inadequate Environmental Control Systems

 Performance of a Structure or Product as Evaluated in Reference to 

Life Expectancy &  to The Degree of Maintenance Provided

 System Pathology: The Underlying Source of Failure or Mal-performance Resulting from: 

 Technical i.e. Physical Causes, 

 Design Mistakes

 Manufacturing Defects:

 Execution Mistakes

 Operation Exceeding Design Limits

 Maintenance Failures,

 Environmental Factors

 Failure Figures From the Chemical Process Industries

 Communication Among Designers About Lessons Learned From Failures  

 Learning From Engineering Failures

  Duration—One Day: 

  Module Two: Building Failures:

  Failures of Engineering Structures:

 Frequent Gravity Load Failures

 Causes of Structural Failures In Buildings Structures From Destructive Natural Hazards

 Civil Engineering Investigative Team

  Failures In Buildings Structures From Moderately High Winds

 How To Prevent Storm Damage to A House From Moderately High Winds

 Collapse of Buildings Structures From Load Fluctuations

 Causes of Structural Failures In Buildings Structures (& Manufacturing Products & Prefabs)

 Material  Deformation

 Stresses (Strength) In Building Codes

 How Do We Minimize Engineering Design Failures?

 Concrete Quality Control

 Measures of Concrete Quality Variability

 The Causes of the Concrete Quality Variation

 The Production & Quality Control of Concrete

 Design & Performance of  Hydraulic Structures

  Structural Quality Control —Quality Assurance Within the Building Process:

 How To Prevent Building Failures

 Making (Building) Failures Pay

 Mechanisms For Control & Promotion of Structural Quality Within the Building Process

  Duration—One Day: 

  Module Three: Mechanical & Electrical Systems Failures:

  Failures In Mechanical & Electrical Systems

 Some Causes of Engineering System “Pathology" 

 An Engineering Failure /Malfunction Module

 Systematic Failure Analysis—The Sequence of Events in Faulty Equipment Examination

  The Problem of Controlling Water Passage Resulting From Floods & Storm Runoff Thru Drainage & Other Means

 The Role of Drainage In Reducing Peak Flows& The Merits of  Drainage Capacity Improvements

 The Need for Drainage Surveys & Investigations 

   Drainage Design 

 Drainage Design for Roads & Railroads

 Flood Estimation Procedure

  The Canalization Challenges of Erodible-Beds  with Sediment-Laden Flows—

 The Marks of Good Layout

 The Gezira Scheme

 The Managil  Extension

 The Challenge of Designing Outlet Works 

 The Most Common Ways in Which Canals Can Fail Due Improper Design

 Canal Failures—Some Case Studies

  Risks & Uncertainties In Hydraulic Structures

 Irrigation Project Political Risks

 Irrigation Project Risks & Uncertainties

 Irrigation Project Design Risks

 Irrigation Project Construction Risks

 Irrigation Project Operational (O & M) Risks

 Irrigation Project Monitoring Stage  Risks

 Irrigation Project Evaluation Stage  Risks

 How Do Irrigation Systems Fail?

 Hydro Modernization (Rehabilitation, Refurbishment) Programs

  Dam Design (& Construction) Engineering

 Current Major Storage Facilities On the Nile

 Project Goal: Max Socio-Economic ROI ,With Min Side Effects

 Types of Detention Dams

 Design Criteria: Min Volume, Crest Elevation  & Overall Length 

 Dam Design & Construction Tasks &  Needed Skills 

 Selection of (Max Storage) Reservoir: Tasks & Required Skills

 Functions of Spillway

 Design of Power Plant

 Turbo-Machinery Design Criteria:

 Transmission Lines Design Criteria

 Dam Aging & Deterioration

 Dam Deterioration Detection Methods

 Dam Maintenance Engineering

 Periodic & Special Dam Inspections:

 The Causes of Dam Failures

 Causes of Preventable Failures (Thru Remedial Work Or Operating Procedures, Such As Drawing Down the Pool) & “Unpreventable” Dam Failures

 Hydraulic Analysis Dam Failures

 Objective  of (Dam) Failure Analysis

 Economic Consequences of Dam Failures

 The Consequences of Dam  Overtopping

 Social Consequences of Dam Failures

 Dam Failures— From Reactive to Pro- Active Approach To Dam Safety

 Dam Safety Defined

 What Factors Contribute to Dam Safety?

 Dam (& Other Engineering Works) Rehabilitation Programs

 Hydro Project Planning: Tasks & Required Skills

 Some of the Challenges Facing the Hydraulic Engineer in Hydro Power Design & Installations

 Hydro Modernization (Rehabilitation, Refurbishment) Programs

 Failures of Hydroelectric Projects

 Levee Failures & Experiences From Int’l Flood Proofing Cities

 The Problem of Siltation 

 Reservoir Sedimentation

 Sediment Management

 Municipal Water Supply (& Sewage) Engineering

 Municipal Water Supply Systems Engineering Failures

 Transportation Systems Engineering Failures

 Railway Derailment

 The Causes of Rail Derailment

 Road & Runway Pavement Failures 

 Desirable Properties of Asphaltic Concrete Mixtures

 The Importance of Identifying Pavement Failures

 Improving Performance of Asphalt Pavement Mixtures—Thru  Identifying The Causes Of  Pavement Failures

 Failure Mechanisms In Asphaltic Paving Mixtures

 Failure “Train” for Asphaltic Concrete Pavements

 The Causes of Asphaltic Pavement Failures

 Distortion/Deformation/Rutting (Instability

◊ Disintegration

 Common  Roadwork  Testing

 Rigid Pavement 

 Flexible Pavements

 Pavement Life

 The Three Main Types of Pavement Failures:

◊ Fracture (or “Cracking”)

 The Causes of Traffic-Related Cracking

 The Causes of Non-Traffic-Related Cracking

 Soil Drainage

 (Transverse and Longitudinal ) Cracking

 Alligator Cracks 

 How to Avoid Alligator Cracks 

 Fatigue Cracks

 How to Minimize Fatigue Cracks

 Edge Cracks

 Lane Joint – or Widened Pavement-- Cracks

 How to Avoid Lane Joint Cracks

 Slippage Cracks

 How to Avoid Slippage Cracks

◊ Instability (or “Distortion” or Lack of Resistance to Deformation)

◊ Disintegration

◊ Ravelling

◊ Pot-Holes—the Ultimate Stage of Ravelling

◊ How to Prevent Pot-Holes

◊ Stripping

◊ Settlements

◊ How to Prevent Settlements 

◊ Grade Depressions

◊ Grade Depressions

◊ Ruts

◊ How to Reduce Rutting 

◊ Bleeding (or Flushing)

 Flexible Pavement Failures

 Some Pavement Failure Criteria For Flexible Pavement 

 Serviceability Index

 Road  Maintenance & Rehabilitation

 Improving the Performance of Asphaltic Paving Mixtures

 The Aviation ( & Other Transportation Or Electric Power Company) Accidents Investigation Team

 The Current Status of (Aircraft) Maintenance

 Type of (Aircraft) Maintenance

 Maintenance Programs 7 Basic Check Types

 Maintenance Technicians Support

 Factors Influencing Maintenance Environment

 Accidents and incidents on commercial airliners

 The "cultures of safety" in medicine and aviation

 Challenges Facing (Aircraft) Maintenance Training

 How Big Airlines Are Responding  to the Changing & Challenging Maintenance Training Requirements

 Bridge Failures

 Bridge Types

 Bridge Siting 

 Why Bridges Fail ? Bridges Failure Mechanism

 Mechanical failure modes

 Design Life vs. Real Expected Life

 Problems With Estimating Traffic Loads

 Scour at Bridges

 How Do We Prevent Bridge Collapse

 Using Recurrence Interval To Estimate EHV(Exceptionally Heavy Vehicles)

 Culverts --”Bridges” < 3 Meters Long

 Consequences of Failures In Chemical Industries 

 Causes of Failures In Refineries Leading To Refinery Non-Scheduled Shutdown

 Industrial  Failures &  Accidents Investigations

 Techniques of Industrial  Hazard Identification                        

 Industrial Accidents Investigative Team

  How Do We Prevent Non-Scheduled Shutdown Failures                  

 Electric Utility Failures &  Outages                      

 Power outage

 Causes of Outages

 Seismic Hazard Analysis

 The Economic Hazard Mitigation of The Impact of Earthquakes (& Floods, Wind Storms etc.) on Engineering Structure

 Engineering Facilities Most Vulnerable To Earthquakes 

 The Impact of Earthquakes on Gas & Electric Utility Transmission Systems

 The Impact of Earthquakes on Electric Utility Generation Systems

 The Scientific Analysis of Failure

 Failure Analysis (F.A.)

 Failure Processes

 Root Causes

 Failure Mode

 Failure Mechanism

 Failure Effect

 An Engineering Failure /Malfunction Module

 Some Causes of Engineering System "pathology" 

 Learning From Failures 

 Maintenance Technology

 Maintenance Technology For Machinery, Plants & Structures

 Lack of courses on Rehabilitation/ Renewal or Value Engineering

 Software Engineering Failures

 Software engineering disasters

 Famous computer bugs

 Preventing bugs 

  Education, Training & Research Needs for Infrastructure, 

Maintenance & Rehabilitation

 Engineering Approach to Problem Tracing & Solution

 Defining Failure Analysis In Buildings & Civil Structures, Industrial Equipments & Facilities, Aircraft Accidents etc.

 The Physical Infrastructure Crisis 

 Learning From Engineering Failures 

  Developing Indigenous Technological Skills--A Linear Responsibility Chart

 Conceptual phase

 Project Development Phase

 Parallel Ladder of Local Equipment Manufacture

 Plant Operation & Maintenance (O & M)

 Forensic Engineering—Towards Total Quality In Engineering Works 

 The Forensic Engineering (FE) Module

 Possible Use of  “Autopsies Module" by Forensic Engineers  

 Forensic Engineering Steps: Potential Material for An EXPERT System Development

 Recommendations

*نبذة  عن مقدم السمنار أدناه

بروفسير قريش مهندس مستشار و خبير اقتصادي دولي في مجالات المياه والنقل والطاقة والتصنيع، بجانب خبرته في مفاوضات نقل التكنولوجيا وتوطينها و في مفاوضات نزاعات المياه الدولية واقتسامها وقوانين المياه  الدولية 

      بروفسير قريش حائزعلي الدكتوراه الأولي له  (Summa Cum Laude)  من جامعة كولمبيا الأمريكية في هندسة النظم الصناعية والنقل  والتي أتم أبحاثها في معهد ماساتشوستس للتكنولوجيا M.I.T.))  حيث عمل زميلا في "مركز الدراسات الهندسية المتقدمة" بالمعهد، وحيث قام بوضع مواصفات تصميمية أولية لطائرتين تفيان بمتطلبات الدول النامية مع الأختبار الناجح للطائرين علي شبكات طيران الدول النامية من خلال أساليب المحاكاة الحاسوبية الرياضية وتفوقهما علي الطائرات المعروضة في الأسواق ،  وهو أيضا حائز علي ماجستير الفلسفة (M.Phil.) بتخصص في التخطيط الاقتصادي والاقتصاد الصناعي من نفس الجامعة و حيث انتخب عضوا في" الجمعية الشرفية للمهندسين الأمريكيين"       (Tau Beta Pi ) ورشح في نفس السنة للقائمة العالمية للمهندسين الأشهر (Who's Who)

         بروفسير قريش حائز أيضا علي دكتوراة ثانية من جامعة مينيسوتا الأمريكية في موارد المياة بتخصص في الهيدرولوجيا وعلم السوائل المتحركة (الهيدروليكا)، وعلي ماجستير إدارة الأعمال من جامعة يوتاه الأمريكية بتخصص اقتصاد وبحوث العمليات،  بجانب حصوله علي شهادة في النقل الجوي من معهد ماساتشوستس للتكنولوجيا (M.I.T.)و علي شهادة في "العلوم والتكنولوجيا والتنمية" من جامعة كورنيل الأمريكية

وفي جانب السيرة العلمية العملية، فقد عمل بروفسير قريش كمساعد باحث بجامعة ولاية يوتاه الأمريكية ، ثم باحث أول بالمجلس القومي للبحوث ومحاضر غير متفرغ بجامعة الخرطوم وعمل بعدها كبروفيسور مشارك في جامعتي ولاية مينيسوتا الأمريكية وجامعة الملك عبد العزيزبجدة ، ومستشارا لليونسكو بباريس و مستشارا للأمم المتحدة (الأسكوا) ، وخبيرا بمنظمة الخليج للأستشارات الصناعية

        في الجانب المهني، بروفسير قريش هو مهندس بدرجة مستشار" في" المجلس الهندسي السوداني" وزميل في "الجمعية الهندسية السودانية" وعضو مجاز في" أكاديمية نيويورك للعلوم" ومجاز "كعضو بارز في جمعية هندسة التصنيع الأمريكية كما هو مجاز "كعضو بارز" أيضا من قبل "معهد المهندسين الصناعيين" الأمريكي وعضو مجاز من قبل "معهد الطيران والملاحة الفضائية"  الأمريكي وعضو مجاز من قبل "الجمعية الأمريكية للمهندسين المدنيين" والمعهد الأمريكي للعلوم الإدارية و الجمعية الأمريكية لضبط الجودة والمعهد البريطاني للنقل 

     

E-mail: blacknims2000@hotmail.co.uk

بروفيسور د د محمد الرشيد قريش

كيف نحقق اطالة عمر المنشئات الهندسية ومنع انهيا رها المبكر