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Quantitative Review III. ISQS 3344 Introduction to Production and Operations Management Spring 2014. Waiting Line Theory. Infinite population, single-server, single line, single phase formUlae. Infinite population, single-server, single line, single phase formulae. - PowerPoint PPT Presentation
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ISQS 3344 INTRODUCTION TO PRODUCTION AND
OPERATIONS MANAGEMENT
SPRING 2014Quantitative Review III
WAITING LINE THEORY
INFINITE POPULATION, SINGLE-SERVER,SINGLE LINE, SINGLE PHASE FORMULAE
systemincustomersofnumberaverage
nutilizatiosystemaverage
rateservicemeanratearrivalmean
L
mulambda
INFINITE POPULATION, SINGLE-SERVER,SINGLE LINE, SINGLE PHASE FORMULAE
systemtheincustomersofyprobabilit1
linein waitingspenttimeaverage
serviceincludingsystemintimeaverage1
lineincustomersofnumberaverage
nP
WW
W
LL
nn
Q
Q
HELP DESK EXAMPLE A help desk in the computer lab
serves students on a first-come, first served basis. On average, 15 students need help every hour. The help desk can serve an average of 20 students per hour.
HELP DESK EXAMPLE Based on the description, we know:
= 20 (Exponential distribution) = 15 (Poisson distribution)
Average System Utilization
Average Number of Students in the System
%75or75.02015
students31520
15
L
HELP DESK EXAMPLE Average Number of Students Waiting in
Line
Average Time a Student Spends in the System
Average Time a Student Spends Waiting (Before Service)
students25.2375.0 LLQ
minutes 12or hours 2.01520
11
W
minutes9orhours15.02.075.0 WWQ
HELP DESK EXAMPLE Probability of n Students in the System
079.0)75.0(75.011
105.0)75.0(75.011
141.0)75.0(75.011
188.0)75.0(75.011
25.0175.011
444
333
222
11
00
P
P
P
P
P
WAITING LINE PROBLEM Consider a single-line, single-server waiting
line system. The arrival rate is 100 people per hour, and the service rate µ is 150 people per hour. What is the probability of having 3 people in the system?
Pn = (1 - ) n
= / = 100/150 = 0.67P3 = (1 - ) 3 = (1 – 0.67)(0.67)3 = 0.0992
WAITING LINE PROBLEM Consider a single-line, single-server
waiting line system. Suppose that customers arrive according to a Poisson distribution at an average rate of 60 per hour, and the average (exponentially distributed) service time is 50 seconds per customer. What is the average number of customers in the system?
L = / ( - ) = 60 / (72 – 60) = 5
WAITING LINE PROBLEM
Consider a single-server queuing system.If the arrival rate is 30 customers per hour and it takes 3 minutes on average to serve a customer, what is the average waiting time in the waiting line in minutes?
WAITING LINE PROBLEM (SOLUTION)
Mean arrival rate = 30 customers per hourMean service rate = 3 minutes per customer
Average time spent waiting in line
Waiting time continually increases!
Quality Control andStatistical Process Control (SPC)
CHAPTER 6 & SUPPLEMENT 6
CONTROL CHARTS For Variable Data:
Mean ( ) Chart Range (R) Chart
For Non-variable Data: Defective (C) Chart Fraction Defective (P) Chart
CONTROL CHARTS FOR VARIABLE DATA Mean ( ) Chart:
Tracks the central tendency (the average or mean value observed) over time
Range (R) Chart:Tracks the spread of the distribution over time (estimates the observed variation)
MEAN ( ) CHART
= sample averagek = # of samples
n = # of observations in each sample
z = standard normal variable or the # of standard deviations desired to use to develop the control limits
MEAN ( ) CHART PROBLEM
Assume the standard deviation of the process is given as 1.33 ounces. Management wants a 3-sigma chart (only 0.26% chance of alpha error). Observed values shown in the table are in ounces. Calculate the UCL and LCL.Sample 1 Sample 2 Sample 3
Observation 1
15.6 16.1 16.0
Observation 2
16.0 16.2 15.9
Observation 3
15.8 15.8 15.9
Observation 4
15.9 15.9 15.7
Sample Means
15.825 16.0 15.875
MEAN ( ) CHART PROBLEM
Ounces 905.13665.*39.15Ounces 895.17665.*39.15
665.233.1
433.19.15
3875.150.16825.15
LCLUCL
x
x
x
RANGE (R) CHART Range chart measures the dispersion or
variance of the process while the mean chart measures the central tendency of the process.R = range of each samplek = # of samples
When selecting D4 and D3 use number of observations for n.
FACTOR FOR RANGE (R) CHART
D3 D42 0.00 3.273 0.00 2.574 0.00 2.285 0.00 2.116 0.00 2.007 0.08 1.928 0.14 1.869 0.18 1.82
10 0.22 1.7811 0.26 1.7412 0.28 1.7213 0.31 1.6914 0.33 1.6715 0.35 1.65
Factors for R-ChartSample Size (n)
RANGE (R) CHART PROBLEM
Four samples of 10 observations each have been taken form a Soft drink bottling plant in order to test for volume dispersion in the bottling process. The average sample range was found to be .4 ounces. Develop control limits for the sample range.
RANGE (R) CHART PROBLEMSample 1 Sample 2 Sample 3
Observation 1
15.6 16.1 16.0
Observation 2
16.0 16.2 15.9
Observation 3
15.8 15.8 15.9
Observation 4
15.9 15.9 15.7
Sample Means
15.825 16.0 15.875
Sample Ranges
0.4 0.4 0.3
Develop control limits for the sample ranges.
CONTROL CHARTS FOR NON-VARIABLE DATA
Defective (C) Chart: Used when looking at # of defects
Fraction Defective (P) Chart: Used for yes or no type judgments (acceptable/not acceptable, works/doesn’t work, on time/late, etc.)
DEFECTIVE (C) CHARTc = number of defects = average number of defects per sample
z = standard normal variable or the # of standard deviations desired to use to develop the control limits
c
cccc
c
zczc
c
c
LCL,UCL
(k) samples ofnumber observed incidents ofnumber
DEFECTIVE (C) CHART PROBLEMThe number of weekly customer complaints are monitored in a large hotel using a C-chart. Develop three sigma (z=3) control limits using the data table.
Week # of complaints
1 22 23 14 35 26 07 18 29 210 1
Total 16
019.21.631.6ccLCL
39.51.631.6ccUCL
1.61016
samples of #complaints#c
c
c
_
z
zNote: Lower control limit can’t be negative.
FRACTION DEFECTIVE (P) CHARTp = proportion of nonconforming items = average proportion of nonconforming items
z = standard normal variable or the # of standard deviations desired to use to develop the control limits
p
pppp
p
zpzpnpp
p
LCL,UCL
)1(
,)n"times"k"sampled(" units ofnumber total
defects ofnumber total
FRACTION DEFECTIVE (P) CHART PROBLEM
A Production manager for a tire company has inspected the number of defective tires in four random samples with 25 tires in each sample. The table shows the number of defective tires in each sample of 25 tires. z=3. Calculate the control limits.Sample # of
defective tires
# of tires in each sample
Proportion defective
1 3 25 0.122 2 25 0.083 4 25 0.164 3 25 0.12
Total 12 100 0.12
FRACTION DEFECTIVE (P) CHART PROBLEM
Sample # of defective
tires
# of tires in each sample
Proportion defective
1 3 25 0.122 2 25 0.083 4 25 0.164 3 25 0.12
Total 12 100 0.12
0.0753(.065).12σzpLCL
.3153(.065).12σzpUCL
0.06525
(.12)(.88)n
)p(1pσ
.12010012
Inspected TotalDefectives#p
p
p
p
Note: LCL can’t be negative.
PROCESS CAPABILITY Can a process or system meet its
requirements? Product Specifications
Preset product or service dimensions, tolerances, e.g., bottle fill might be 16 oz. ± .2 oz.
Based on how product is to be used or what the customer expects
Process Capability Assessing capability involves evaluating process
variability relative to preset product or service specifications
PROCESS CAPABILITY INDEXES (Cp & Cpk) Cp assumes that the process is centered
in the specification range.
Cp < 1: process not capable of meeting design specs Cp ≥ 1: process capable of meeting design specs
6 widthprocession widthspecificat
system production theof deviations standard 6rangeion specificatdesign sproduct'
LSLUSLC
C
p
p
PROCESS CAPABILITY INDEXES (Cp & Cpk) Cpk helps to address a possible lack of
centering of the process.
min = minimum of the two = mu or mean of the process Cpk < 1: process not capable or not centered Cpk ≥ 1: process capable or centered
Cp=Cpk when process is centered.
3σLSLμ,
3σμUSLminCpk
PROCESS CAPABILITY EXAMPLE Design specifications call for a target
value of 16.0 +/- 0.2 ounces (USL = 16.2 & LSL = 15.8)
Observed process output has a mean of 15.9 and a standard deviation of 0.1 ounces
PROCESS CAPABILITY EXAMPLE Cp
Cpk 66.0
6.04.0
1.068.152.16
6
LSLUSLC p
33.033.0or 1min3.01.0or
3.03.0min
1.038.159.15or
1.039.152.16min
3or
3min
LSLUSLC pk
Project Management
CHAPTER 3
Reference:Erik Larson and Clifford Gray, 2011, Project Management: The Managerial Process, McGraw Hill.
NETWORK COMPUTATION PROCESS Forward Pass – Earliest Times
Early Start (ES) – How soon can the activity start? Early Finish (EF) – How soon can the activity finish?
Backward Pass – Latest Times Late Start (LS) – How late can the activity start? Late Finish (LF) – How late can the activity finish?
Slack (SL) – How long can the activity be delayed?
Critical Path (CP)– The longest path in the network which, when delayed, will delay the project
FORWARD PASS COMPUTATION You add activity times along each path in
the network (ES + Duration = EF). You carry the early finish (EF) to the next
activity where it becomes its early start (ES), unless
The next succeeding activity is a merge activity. In this case, you select the largest early finish number (EF) of all its immediate predecessor activities.
BACKWARD PASS COMPUTATION You subtract activity times along each path
starting with the project end activity (LF - Duration = LS).
You carry the late start (LS) to the next preceding activity to establish its late finish (LF), unless
The next preceding activity is a burst activity. In this case, you select the smallest late start number (LS) of all its immediate successor activities to establish its late finish (LF).
DETERMINING SLACK Slack for an activity is simply the difference
between the LS and ES (LS – ES) or between LF and EF (LF – EF).
Slack tells us the amount of time an activity can be delayed and yet not delay the project.
When the LF = EF for the end project activity, the critical path can be identified as those activities that also have LF = EF or a slack of zero (LF – EF = 0 or LS – ES = 0).
ACTIVITY-ON-NODE NETWORK
CRITICAL PATH METHOD NETWORK
Description
Legend
ID EF
LF
ES
SL
LS DUR
CreateGraphics
9 E 10
11110
1
EditPaper
11D9
1129
0
DraftPaper
9C6
0
6 3 9
ResearchTopic
1 B 6
0
1 5 6
IdentifyTopic
110
0
0 A 1
References
9 F 10
11110
1
FinalDraft
11 G 12
12111
0
Group Term Paper
FORWARD PASS COMPUTATION
Description
Legend
ID EF
LF
ES
SL
LS DUR
CreateGraphics
9 E 10
1
EditPaper
11D9
2
DraftPaper
9C6
3
ResearchTopic
1 B 6
5
IdentifyTopic
1
0 A 1
References
9 F 10
1
FinalDraft
11 G 12
1
Group Term Paper
Always
start at 0
EF =ES+DU
R
EF =ES+DU
R
EF =ES+DU
R
EF =ES+DU
R
BACKWARD PASS COMPUTATION
Description
Legend
ID EF
LF
ES
SL
LS DUR
CreateGraphics
9 E 10
11110
EditPaper
11D9
1129
DraftPaper
9C6
6 3 9
ResearchTopic
1 B 6
0
1 5 6
IdentifyTopic
110
0 A 1
References
9 F 10
11110
1
FinalDraft
11 G 12
12111
Group Term Paper
EF=LF
LS =LF - DUR
LS =LF - DUR
LS =LF - DUR
LS =LF - DUR
DETERMINING SLACK
Description
Legend
ID EF
LF
ES
SL
LS DUR
CreateGraphics
9 E 10
11110
1
EditPaper
11D9
1129
0
DraftPaper
9C6
0
6 3 9
ResearchTopic
1 B 6
0
1 5 6
IdentifyTopic
110
0
0 A 1
References
9 F 10
11110
1
FinalDraft
11 G 12
12111
0
Group Term Paper
SL =LS – ES
orLF - EF
SL =LS – ES
orLF - EF
SL =LS – ES
orLF - EF
CRITICAL
PATH?
GARAGE PROBLEM Compute the early, late, and slack activity times Determine the planned project duration Identify the critical path What should you do if the Doors activity is going
to take two extra days?ID Description Predecessor Time(Days)
1 Pour Foundation None 3 2 Erect Frame 1 4 3 Roof 2 4 4 Windows 2 1 5 Doors 2 1 6 Electrical 2 3 7 Rough-in Frame 3, 4, 5, 6 2 8 Door Opener 5, 6 1 9 Paint 7, 8 2
10 Clean-up 9 1
GARAGE PROBLEM
Description
LegendID EF
LF
ESSLLS DUR
Windows
4
1
Roof
3
4
Electrical
6
3
ErectFrame
2
4
PourFoundation
3
1
Doors
5
1
Paint
9
2
Rough-inFrame
7
2
DoorOpener
8
1
Clean-up
10
1
Project Duration: ______ daysCritical Path: _______________
GARAGE PROBLEM
Description
LegendID EF
LF
ESSLLS DUR
Windows
7 4 8
111103
Roof
1137
11470
Electrical
106718 3 11
ErectFrame
3 2 703 4 7
PourFoundation
33000 1 3
Doors
7 5 8
111103
Paint
13 9 15
152130
Rough-inFrame
11 7 13
132110
DoorOpener
10 8 11
131122
Clean-up
15 10 16
161150
Project Duration: ___16___ daysCritical Path:
__1237910__
If activity 5 is going to take two extra days, you probably do not have to do any thing because this activity has three days of slack – no effect on project duration.
FINAL EXAM When:
Friday May 9, 2014 7.30p.m. – 10.00p.m.
Where: TBA
THANKS FOR A GREAT SEMESTER!