Source: J. Hollenbeck

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ource: J. Hollenbeck Sampling Designs Avery and Burkhart, Chapter 3

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Sampling Designs. Avery and Burkhart, Chapter 3. Source: J. Hollenbeck. Why Not Measure Everything?. Complete Enumeration (Census). Measure every feature of interest. The result is a highly accurate description of the population. Drawbacks: Only viable with small populations. - PowerPoint PPT Presentation

Transcript of Source: J. Hollenbeck

Page 1: Source: J. Hollenbeck

Source: J. Hollenbeck

Sampling Designs

Avery and Burkhart,Chapter 3

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Why Not Measure Everything?

Measure every feature of interest.The result is a highly accurate description of the population.

Drawbacks:Only viable with small populations.Only cost-effective with high-valued features.

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Complete Enumeration (Census)

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Why Not Randomly Select Samples?

We will discuss several sampling designs in this lecture

• Most statistical methods assume simple random sampling was used.

• Sampling methods, however, will vary depending on the objectives of the survey, the nature of the population being sampled, and prior information about the population being sampled.

FOR 220 Aerial Photo Interpretation and Forest Measurements

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Sampling Designs

1. Simple Random Sampling

2. Systematic Sampling

3. Stratified Sampling

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Sampling Designs Covered Today:

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Sampling Design I: Simple Random Sampling

Every possible combination of sampling units has an equal and independent chance of being selected.

The selection of a particular unit to be sampled is not influenced by the other units that have been selected or will be selected.

Samples are either chosen with replacement or without replacement.

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Assumptions:

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Sampling Design I: Simple Random Sampling

Design:

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nxx

Sampling Design I: Simple Random Sampling

Estimate the population mean:

1nn/xxs

222

Estimate the variance of individual values:

xsCV

Compute the coefficient of variation:

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We use the familiar equations for estimating common statistics for the population

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Sampling Design I: Simple Random Sampling

• Sample size should be statistically and practically efficient.

• Enough sample units should be measured to obtain the desired level of precision (no more, no less).

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How many samples to take?

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Sampling Design I: Simple Random Sampling

N

12

tCV

A

1

Determine sample size (withoout replacement, or finite population):

Knowing the coefficient of variation and that error is expected to be within x % of the value of the mean, we use the following forumula

n =

where, n = required sample size, A = allowable error percent, t = t-value, CV = coefficient of variation, and N = population size

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Sampling Design I: Simple Random Sampling

Example using 0.10 ac fixed radius plots in a ten acre stand Assume:

• We have calculated the CV and found it was 30%• Our allowable error is +/- 10% of the mean• Are using t-value of 2• N is the total number of potential plots that could be placed in the stand (i.e., population).

• In this case, N is stand size/plot size or 10/0.10 = 100

Determine sample size (withoout replacement, or finite population):

10010 1

2

30 2

1

n = = 26

N

12

tCV

A

1

n =

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Sampling Design II: Systematic Sampling

The initial sampling unit is randomly selected or established on the ground. All other sample units are spaced at uniform intervals throughout the area sampled.

Sampling units are easy to locate.

Sampling units appear to be representative of an area.

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Assumptions:

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Sampling Design II: Systematic Sampling

Design:

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A Grid Scheme is most common

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Sampling Design II: Systematic Sampling

For:

Regular spacing of sample units may yield efficient estimates of populations under certain conditions.

*** Against:

Accuracy of population estimates can be low if there is

periodic or cyclic variation inherent in the population.

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Arguments:

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Sampling Design II: Systematic Sampling

For: There is no practical alternative to assuming that

populations are distributed in a random order across the landscape.

Against: Simple random sampling statistical techniques can’t logically be applied to a systematic design unless

populations are assumed to be randomly distributed across the landscape.

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Arguments:

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Sampling Design II: Systematic Sampling

We can (and often do) use systematic sampling to obtain estimates about the mean of populations.

When an objective, numerical statement of precision is required, however, it should be viewed as an approximation of the precision of the sampling effort. (i.e. 95% confidence intervals)

Use formulas presented for simple random sampling, and where appropriate, use the “without replacement” variations of those equations (if sampling from a small population), otherwise use the normal SRS statistical techniques.

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Summary:

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Sampling Design III: Stratified Sampling

A population (i.e., tract) is subdivided into subpopulations (i.e., stands) of known sizes.

A simple random sample (or systematic sample) is completed in each subpopulation (i.e., stand).

Why? To obtain a more precise estimate of the tract mean. If the variation within a stand is small in relation to the tract variance, the estimate of the population mean will be considerably more precise than a simple random sample of the same size.

Why? To obtain an estimate of the resources within each stand.

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Assumptions:

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Sampling Design III: Stratified Sampling

Design:

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1

L

h hh

tract

N yy

N

Estimate the overall tract mean:

Sampling Design III: Stratified Sampling

Where:

<< Essentially a weighted average >>

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We often use area (acres) for stand units in natural resource applications; totalstand volume may also be used.

Mean for stand Area of stand

Tract areaNumber of stands

h

h

y hArea h

AreaL

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(10 982.6) (18 2017.9) (48 3859.7)3044.8 bdft per acre

76tracty

Sampling Design III: Stratified Sampling

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Estimate the overall tract mean:

Example: 76 acre tract

Stand Acreage Volume(bdft per acre)

1 10 981.6

2 18 2017.9

3 48 3859.7

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Sampling Design III: Stratified Sampling

Calculating Sample Size for Stratified Random Sample:

1. Specify the sampling error objective for tract as a whole

2. Subdivide (stratify) the tract (i.e., population) into sampling components (i.e., stands). The purpose is to reduce the coefficient of variation within stands.

3. Calculate coefficient of variation by stand and a weighted CV for the tract using preliminary cruise data.

4. Calculate number of plots for the tract, then allocate by stand

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Sampling Design III: Stratified Sampling

Calculating Sample Size for Stratified Random Sample:

An Illustrative Example

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Sampling Design III: Stratified Sampling

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Sampling Design III: Stratified Sampling

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Sampling Design III: Stratified Sampling