+ All Categories
Home > Documents > Lecture 6- Network Scheduling Techniques

Lecture 6- Network Scheduling Techniques

Date post: 25-Sep-2015
Category:
Upload: nen-tran-ngoc
View: 6 times
Download: 1 times
Share this document with a friend
Description:
Lecture 6- Network Scheduling Techniques
Popular Tags:
35
LECTURE 5 Scheduling Techniques
Transcript
  • LECTURE 5

    Scheduling Techniques

  • Introduction

    An important part of project planning is determining the logical workflow of the various activities you identified in the WBS.

    Network diagrams are used that represent a graphical flow plan of activities that must be accomplished to complete the project.

    The diagram illustrates which activities must be performed in sequence.

    It also shows the planned sequence of steps, with all dependencies.

    Project management software will automatically prepare network diagrams and bar charts. 2

  • Scheduling techniques

    Gantt or bar charts

    Milestone charts

    Line of balance

    Networks Program Evaluation and Review Technique (PERT)

    Arrow Diagram Method (ADM) [Sometimes called the Critical Path Method (CPM)]

    Precedence Diagram Method (PDM)

    Graphical Evaluation and Review Technique (GERT)

    3

  • Advantages of Scheduling techniques

    Basis for planning and predicting and how to use the resources

    Provide visibility to control

    Help management evaluate alternatives

    Basis for obtaining facts for decision making

    Utilize time network analysis

    Basic structure for reporting information

    Reveal interdependencies of activities

    Identify the longest path or critical path

    Aid in scheduling risk analysis4

  • interdependencies of activities

    5

  • Advantages of Scheduling techniques

    Basis for planning and predicting and how to use the resources

    Provide visibility to control

    Help management evaluate alternatives

    Basis for obtaining facts for decision making

    Utilize time network analysis

    Basic structure for reporting information

    Reveal interdependencies of activities

    Identify the longest path or critical path

    Aid in scheduling risk analysis6

  • GANTT Chart

    A Gantt chart is a type of bar chart, illustrate the start and finish dates of the terminal tasks and summary tasks of a project

    A Gantt chart is eveloped by Karol Adamiecki in 1896, and independently by Henry Gantt in the 1910s

    A Gantt chart is one of the most popular and useful tool of showing activities (tasks or events) displayed against time

    7

  • 8Gantt Chart Example

    JobDay

    1Day

    2Day

    3Day

    4Day

    5Day

    6Day

    7Day

    8

    A

    B

    C

    Now

    Maintenance

    Start of an activity

    End of an activity

    Scheduled activity time allowed

    Actual work progress

    Nonproduction time

    Point in time when chart is reviewed

  • Milestone schedules

    A tool used to mark specific points along a project timeline. They focus on major progress points that must be reached to achieve success.

    Project milestone schedules contains information:

    Project start date

    Project end date

    Other milestones (review meetings or testing)

    Data items (deliverables or reports)

    Milestones are a good means to determine if your project is on schedule and a useful tool for reporting to management

    9

  • Milestone schedules

    10

  • Network analyis

    The major disadvantage of GANTT and milestone is the inability to show the interdependencies between events and activities

    Network analysis can provide valuable information for planning, integration of plans, time studies, scheduling and resource management.

    Network are composed of events and acivities

    There are two different format diagram

    AON: Activities on the node (AIB- Activities in the box)

    AOA: Activities on the arrow

    11

  • AON: Activities On the Node

    Start

    B

    DigTrench

    A

    Order Pipe

    C

    DeliverPipe

    D

    LayPipe

    Finish

    Precedence Diagram Method

    12

  • AOA: Activities On the Arrow

    6 3

    COMPLETE TESTING COMPLETE FINAL REPORT

    3 WEEKS

    LEGEND

    EVENT

    ACTIVITY

    ACTIVITY

    Standard PERT Nomenclature13

  • AOA: Terminology

    Event: equivalent to a milestone indicating when activity starts or finish

    Activity: Element of work must be accomplished

    Duration: Total time required to complete the activity

    Critical path: The longest path thru the network and determines the duration of the project

    Dummy activity: showing the precedential relationships between activities and consuming zero time

    14

  • Dependencies

    7

    26 18

    31

    7

    18

    31

    26

    BURST POINT SINK

    15

  • 16

    a

    b

    c

    d

    e1

    a

    b

    c

    e

    d

    Activity c must not precede activity e Which one is correct?

    WRONG RIGHT

    Dependencies

  • Simplified PERT Network

    1 9

    3

    4

    2 8765

    LEGEND: (TIME = WEEKS)

    EVENT

    ACTIVITY

    CRITICAL PATH ACTIVITY

    17

  • Dummy Activities

    A

    B

    C

    D

    DUMMY

    ACTIVITYPRECEDING

    ACTIVITY

    A -B -C B D A,B

    18

  • 19

    a c

    b d

    b precede d

    a and b precede c

    a

    b

    c

    d

    e

    a and b precede d

    a,b, and c precede e

    Dependencies

  • 20

    a

    b

    c

    d

    e

    a

    b

    c

    d

    e

    Dependencies

    d depends on a and b

    c depends only on a

    e depends only on b

    d depends on a and b

    e depends on b and c

  • Constructing the Network

    1

    2

    1

    a

    b

    c

    d

    e

    a

    b

    e

    c d

    WRONG RIGHT

    1

    2

    3

    a

    b

    c

    d

    e

    f

    1

    42

    3

    a d

    b

    c f

    e

    a,b,c must precede d, but only a,b precede e

    a precede d

    a and b precede d

    b and c precede d

    WRONGRIGHT21

  • Estimating Activity Time

    PERT (Program evaluation and review technique): A method to analyze the involved tasks in completing a given project, especially the time needed to complete each task, and to identify the minimum time needed to complete the total project.

    Optimistic time (a): the minimum possible time required to accomplish a task

    Pessimistic time (b): the maximum possible time required to accomplish a task,

    Most likely time (M): the best estimate of the time required to accomplish a task

    22

  • Expected time (TE): The best estimate of the time required to accomplish a task

    TE = (a + 4M + b) / 6

    Standard deviations of each activities

    = ( b - a ) / 6

    23

    Estimating Activity Time

  • Crashing the Schedule

    If the schedule you develop does not allow the project to complete when desired, you might have to take action to decrease the total project duration.

    This is known as crashing the schedule.

    You need to look at options in areas such as:

    Resources

    Activities

    Project Objectives.

    Look for options that give the greatest compression at the lowest costs.

    24

  • Schedule Compression

    Elimination of some parts of the project

    Addition of more resources

    Substitution of less time-consuming components or activities

    Parallelization of activities

    Shortening critical path activities

    Shortening early activities

    Shortening longest activities25

  • Schedule Compression

    Shortening easiest activities

    Shortening activities that are least costly to speed up

    Shortening activities for which you have more resources

    Increasing the number of work hours per day

    (Continued)

    26

  • Resource Leveling

    Resource leveling is an attempt to eliminate the manpower peaks and valleys by smoothing out the period-to-period resource requirements.

    The ideal situation is to do this without changing the end date. However, in reality, the end date moves out and additional costs are incurred.

    27

  • Resource Allocation

    Resource allocation (or resource limited planning) is an attempt to find the shortest possible critical path based upon the available or fixed resources.

    The problem with this approach is that the employees may not be qualified technically to perform work on more than one activity in a network.

    28

  • Activity to Construct a Pump Station

    Activity Activity description Duration ,daysImmediate

    Predecessors1 Start 02 Mobilise 2 13 Survey 1 24 Grade site 2 25 Trench footings 5 3,46 Form and pour concrete 5 5,87 Cure concrete 8 68 Concrete and material design 5 19 Spec prefab metal building 4 1

    10 Plumbing materials, pump 5 111 Electrical materials, lights, panel 5 112 Install pump 7 7,9,1013 Erect structural steel 4 7,9,1014 Install roofing and siding 5 1315 Install lights and panels 3 11,1416 Test Pump 2 1217 Paint 3 1518 End 0 16, 17

    29

  • Classroom Activity 6a

    Draw a network diagram using the details in the previous slide.

    30

  • Precedence Network

    TASKS 1 2 3 4 5

    4

    MONTHS AFTER GO-AHEAD

    3

    2

    1

    5

    The interrelationships on bar charts

    31

  • Types Of Precedence Charts

    ACTIVITY 1

    ACTIVITY 1

    ACTIVITY 2

    ACTIVITY 2FINISH-TO-START

    START-TO-START

    FINISH START

    START

    START

    32

  • ACTIVITY 1

    ACTIVITY 1

    ACTIVITY 2

    ACTIVITY 2

    FINISH-TO-FINISH

    PERCENT COMPLETE

    FINISHFINISH

    20 %

    50 %

    Types Of Precedence Charts

    33

  • EARLY START01/06/97

    TIME DURATION2 WORK-WEEKS

    EARLY FINISH14/06/97

    ACTIVITY 4

    TOTALSLACK(TS)

    $250,000

    LATE START15/06/97

    COST/PROFIT CENTER 2810

    LATE FINISH28/06/97

    FREE SLACK(FS)

    ACTIVITY INFORMATION

    34

  • 35

    Questions?


Recommended