Geology Geomath Basic Review continued tom.h.wilson

Slides:



Advertisements
Similar presentations
Tom Wilson, Department of Geology and Geography tom.h.wilson tom. Department of Geology and Geography West Virginia University Morgantown,
Advertisements

Computer lab: problems 2.11 and 2.12 tom.h.wilson Department of Geology and Geography West Virginia University Morgantown, WV.
Log relationships, trig functions … & computer lab
Tom.h.wilson Department of Geology and Geography West Virginia University Morgantown, WV.
Basic Review continued tom.h.wilson Department of Geology and Geography West Virginia University Morgantown, WV.
Earthquakes, log relationships, trig functions tom.h.wilson Department of Geology and Geography West Virginia University Morgantown,
Example - if k = 1500 years/m calculate sediment age at depths of 1m, 2m and 5.3m. Repeat for k =3000 years/m 1m 2m 5.3m Age = 1500 years Age = 3000 years.
Tom Wilson, Department of Geology and Geography tom.h.wilson Dept. Geology and Geography West Virginia University.
Tom Wilson, Department of Geology and Geography tom.h.wilson Dept. Geology and Geography West Virginia University.
Basic Review tom.h.wilson Department of Geology and Geography West Virginia University Morgantown, WV.
Tom Wilson, Department of Geology and Geography Environmental and Exploration Geophysics II tom.h.wilson Department of Geology.
Tom Wilson, Department of Geology and Geography Exponentials and logarithms – additional perspectives tom.h.wilson Department of Geology.
Tom Wilson, Department of Geology and Geography tom.h.wilson Dept. Geology and Geography West Virginia University.
Tom.h.wilson Department of Geology and Geography West Virginia University Morgantown, WV Geol Geomath Some basic review.
Environmental and Exploration Geophysics II tom.h.wilson Department of Geology and Geography West Virginia University Morgantown, WV.
Tom Wilson, Department of Geology and Geography Environmental and Exploration Geophysics II tom.h.wilson Department of Geology.
You should be able to show that A 0 is - 15,000 years. That means it will take 15,000 years for the lake to fill up. -15,000 present day depth at age =
General review & continuation of Chapter 2 computer lab efforts tom.h.wilson Department of Geology and Geography West Virginia.
Log relationships, trig functions, earthquakes & computer lab tom.h.wilson Department of Geology and Geography West Virginia University.
Tom.h.wilson Department of Geology and Geography West Virginia University Morgantown, WV.
Geology Geomath Tom Wilson, Department of Geology and Geography tom.h.wilson Department of Geology and Geography West Virginia.
Basic Review tom.h.wilson Department of Geology and Geography West Virginia University Morgantown, WV.
For starters - pick up the file pebmass.PDW from the H:Drive. Put it on your G:/Drive and open this sheet in PsiPlot.
Tom Wilson, Department of Geology and Geography tom.h.wilson Dept. Geology and Geography West Virginia University.
Tom Wilson, Department of Geology and Geography tom.h.wilson Dept. Geology and Geography West Virginia University.
Tom Wilson, Department of Geology and Geography tom.h.wilson Dept. Geology and Geography West Virginia University.
Log relationships, trig functions, earthquakes & computer lab tom.h.wilson Department of Geology and Geography West Virginia University.
Basic Review continued tom.h.wilson Department of Geology and Geography West Virginia University Morgantown, WV.
The geologist’s use of math often turns out to be a periodic and necessary endeavor. As time goes by you may find yourself scratching your head pondering.
Tom Wilson, Department of Geology and Geography Environmental and Exploration Geophysics II tom.h.wilson Department of Geology.
Basic Review - continued tom.h.wilson Department of Geology and Geography West Virginia University Morgantown, WV.
Geol 351 Geomath Tom Wilson, Department of Geology and Geography tom.h.wilson Dept. Geology and Geography West Virginia University.
Basic Review continued tom.h.wilson Department of Geology and Geography West Virginia University Morgantown, WV.
Tom Wilson, Department of Geology and Geography Environmental and Exploration Geophysics I tom.h.wilson Department of Geology and.
Basic Review tom.h.wilson Department of Geology and Geography West Virginia University Morgantown, WV.
Tom.h.wilson Department of Geology and Geography West Virginia University Morgantown, WV.
Tom.h.wilson Department of Geology and Geography West Virginia University Morgantown, WV.
Tom.h.wilson Department of Geology and Geography West Virginia University Morgantown, WV.
Copyright © Cengage Learning. All rights reserved. 8 4 Correlation and Regression.
Environmental and Exploration Geophysics I tom.h.wilson Department of Geology and Geography West Virginia University Morgantown,
Copyright © Cengage Learning. All rights reserved.
Department of Mathematics
Environmental and Exploration Geophysics I
Magnetic Methods- continued
Elementary Statistics
Computer lab continued - problem 2.13
Problem Presentation formats with Discussion/review of problems
Environmental and Exploration Geophysics II
Geology Geomath Power Laws and Estimating the coefficients of linear, exponential, polynomial and logarithmic expressions tom.h.wilson
Geology Geomath Computer lab continued.
Geology Geomath Segment II Introduction tom.h.wilson
Geology Geomath computer lab tom.h.wilson
Geology Geomath Estimating the coefficients of linear, exponential, polynomial, logarithmic, and power law expressions tom.h.wilson
Kinematics Acceleration
Environmental and Exploration Geophysics I
Earthquakes, log relationships, trig functions
Geology Geomath Chapter 7 - Statistics tom.h.wilson
General review & continuation of Chapter 2 computer lab efforts
Chapter 2 - Recall that chapters 1 &2 have been posted on class web page Common relationships between geologic variables. What kind of mathematical model.
Prediction and Accuracy
Geology Geomath Estimating the coefficients of linear, exponential, polynomial, logarithmic, and power law expressions tom.h.wilson
Continuous Growth and the Natural Exponential Function
Geology Geomath Estimating the coefficients of linear, exponential, polynomial, logarithmic, and power law expressions tom.h.wilson
Geology Geomath Chapter 7 - Statistics tom.h.wilson
Geology Geomath Segment II Introduction tom.h.wilson
Differential Calculus
Linear Regression and Correlation
General review & continuation of Chapter 2 computer lab efforts
Geomath Geology Final Review - Part 2 tom.h.wilson
Presentation transcript:

Geology 351 - Geomath Basic Review continued tom.h.wilson tom.wilson@mail.wvu.edu Department of Geology and Geography West Virginia University Morgantown, WV

Week 1 We introduced the idea that quantitative representations of data serve as models that can be used to predict geological relationships. The simple example of linear age/depth relationship was used. We also examined mathematical models used to predict sea level rise and the decline in area of arctic ice coverage. Reviewed use of subscripts and exponents, scientific notation Emphasized attention to units conversion issues. Introduced spreadsheets as a tool for visualizing data and developing and testing mathematical models. Illustrated how calculations are sensitive to precision. Tom Wilson, Department of Geology and Geography

This week Examine mathematical models in more detail and note limitations inherent in the underlying assumptions of any given mathematical model. continue our review of basic math relationships, including: linear, quadratic, polynomial, exponential, log and power law behavior. Introduce Waltham’s Excel files, e.g.: S_Line.xls, Quadrat.xls, poly.xls, exp.xls, log.xls. Introduce basic Excel file structure. Work in groups on problems requiring use of these math tools. Tom Wilson, Department of Geology and Geography

Objectives for the day Review some familiar quantitative relationships used to model geological data Give you additional experience solving problems using these relationships Note Today, you will be asked to hand in answers to three questions related to group problems 1 & 3. Some additional group problems may be handed out in class today, but time may not permit us to complete these during class today. Additional time and review will be spent on Thursday. Warm-up problems 1-19 will be due NEXT Tuesday. We will continue our review of these problems and their solution through the week. Tom Wilson, Department of Geology and Geography

Chapter 2 - Common relationships between geologic variables. What kind of mathematical model can you use to represent different processes? We discussed this simple linear relationship last time This is a linear relationship Whether it represents the geologic process adequately is an assumption we make?

The previous equation assumes that the age of the sediments at depth =0 are always 0. Thus the intercept is 0 and we ignore it. What are the intercepts? These lines represent cases where the age at 0 depth is different from 0

Should we expect age depth relationships to be linear? … we would guess that the increased weight of the overburden would squeeze water from the formation and actually cause grains to be packed together more closely. Thus meter thick intervals would not correspond to the same interval of time. Meter-thick intervals at greater depths would correspond to greater intervals of time.

We might also guess that at greater and greater depths the grains themselves would deform in response to the large weight of the overburden pushing down on each grain.

These compaction effects make the age-depth relationship non-linear These compaction effects make the age-depth relationship non-linear. The same interval of depth D at large depths will include sediments deposited over a much longer period of time than will a shallower interval of the same thickness. Use board over to this point and summarize here.

What kind of equation is this? The relationship becomes non-linear. The line y=mx+b really isn’t a very good approximation of this age depth relationship. To characterize it more accurately we need to use different kinds of functions - non-linear functions. Here are two different possible representations of age depth data and (in red) What kind of equation is this?

Quadratics Similar examples are presented in the text. The general form of a quadratic equation is Similar examples are presented in the text.

Waltham presents the following table The increase of temperature with depth beneath the earth’s surface (taken as a whole) is a non-linear process. Waltham presents the following table ? See http://www.ucl.ac.uk/Mathematics/geomath/powcontext/poly.html

We see that the variations of T with Depth are nearly linear in certain regions of the subsurface. In the upper 100 km the relationship provides a good approximation. From 100-700km the relationship works well. ? Can we come up with an equation that will fit the variations of temperature with depth - for all depths? See text.

The quadratic relationship plotted below approximates temperature depth variations.

The formula - below right - is presented by Waltham The formula - below right - is presented by Waltham. In his estimate, he does not try to fit temperature variations in the upper 100km.

Either way, the quadratic approximations do a much better job than the linear ones, but, there is still significant error in the estimate of T for a given depth. Can we do better?

The general class of functions referred to as polynomials include x to the power 0, 1, 2, 3, etc. The straight line is just a first order polynomial. The order corresponds to the highest power of x in the equation - in the above case the highest power is 1. The quadratic is a second order Polynomial, and the equation is an nth order polynomial.

In general the order of the polynomial tells you that there are n-1 bends in the data or n-1 bends along the curve. The quadratic, for example is a second order polynomial and it has only one bend. However, a curve needn’t have all the bends it is permitted! Higher order generally permits better fit of the curve to the observations.

Waltham offers the following 4th order polynomial as a better estimate of temperature variations with depth.

In sections 2.5 and 2.6 Waltham reviews negative and fractional powers. The graph below illustrates the set of curves that result as the exponent p in Powers is varied from 2 to -2 in -0.25 steps, and a0 equals 0. Note that the negative powers rise quickly up along the y axis for values of x less than 1 and that y rises quickly with increasing x for p greater than 1. See Powers.xls

Power Laws - A power law relationship relevant to geology describes the variations of ocean floor depth as a function of distance from a spreading ridge (x). What physical process do you think might be responsible for this pattern of seafloor subsidence away from the spreading ridges?

Section 2.7 Allometric Growth and Exponential Functions Allometric - differential rates of growth of two measurable quantities or attributes, such as Y and X, related through the equation Y=ab cX - This topic brings us back to the age/depth relationship. Earlier we assumed that the length of time represented by a certain thickness of a rock unit, say 1 meter, was a constant for all depths. However, intuitively we argued that as a layer of sediment is buried it will be compacted - water will be squeezed out and the grains themselves may be deformed. The open space or porosity will decrease.

Waltham presents us with the following data table - Over the range of depth 0-4 km, the porosity decreases from 60% to 3.75%!

Waltham generates this data using the following relationship. This relationship is not linear. A straight line does a poor job of passing through the data points. The slope (gradient or rate of change) decreases with increased depth. Waltham generates this data using the following relationship.

are referred to as allometric growth laws or exponential functions. This equation assumes that the initial porosity (0.6) decreases by 1/2 from one kilometer of depth to the next. Thus the porosity () at 1 kilometer is 2-1 or 1/2 that at the surface (i.e. 0.3), (2)=1/2 of (1)=0.15 (i.e. =0.6 x 2-2 or 1/4th of the initial porosity of 0.6. Equations of the type are referred to as allometric growth laws or exponential functions.

The porosity-depth relationship is often stated using a base different than 2. The base which is most often used is the natural base e where e equals 2.71828 ... In the geologic literature you will often see the porosity depth relationship written as 0 is the initial porosity, c is a compaction factor and z - the depth. Sometimes you will see such exponential functions written as In both cases, e=exp=2.71828

Waltham writes the porosity-depth relationship as Note that since z has units of kilometers (km) that c must have units of km-1 and  must have units of km. Note that in the above form when z=,  represents the depth at which the porosity drops to 1/e or 0.368 of its initial value. In the form c is the reciprocal of that depth.

We often encounter difficulties working with logs I started my review by looking up logs on the internet Tom Wilson, Department of Geology and Geography

Log tables then Tom Wilson, Department of Geology and Geography

Finally Tom Wilson, Department of Geology and Geography

Lilihood of any number having a first digit 3-% of the numbers picked at random will begin with a 1 Tom Wilson, Department of Geology and Geography

Areas of all the lakes and their first digit Tom Wilson, Department of Geology and Geography

Baseball averages, batting, scoring .. Any numbers you come across Benford's Very Strange Law - Professor John D. Barrow Just looking at numbember obtained by taking powers of 2 Tom Wilson, Department of Geology and Geography

Street addresses Tom Wilson, Department of Geology and Geography

Fairly solid – a little diversion- this continues to include birth rates, lottery winning tickets, etc Tom Wilson, Department of Geology and Geography

Earthquake Seismology Application The Gutenberg-Richter Relation Are small earthquakes much more common than large ones? Is there a relationship between frequency of occurrence and magnitude? Fortunately, the answer to this question is yes, but is there a relationship between the size of an earthquake and the number of such earthquakes?

World seismicity in the last 7 days Tom Wilson, Department of Geology and Geography

Larger number of magnitude 2 and 3’s and many fewer M5’s Tom Wilson, Department of Geology and Geography

What would this plot look like if we plotted the log of N versus m? When in doubt -collect data. Observational data for earthquake magnitude (m) and frequency (N, number of earthquakes per year (worldwide) with magnitude greater than m) ? What would this plot look like if we plotted the log of N versus m?

On log scale Looks almost like a straight line. Recall the formula for a straight line?

What does y represent in this case? What is b? the intercept

-b is the slope and c is the intercept. The Gutenberg-Richter Relationship or frequency-magnitude relationship -b is the slope and c is the intercept.

January 12th Haitian magnitude 7.0 earthquake

Shake map USGS NEIC

USGS NEIC

Notice the plot axis formats

The seismograph network appears to have been upgraded in 1990.

In the last 110 years there have been 9 magnitude 7 and greater earthquakes in the region

Look at problem 19 (see also 4 on today’s group worksheet)

With what frequency should we expect a magnitude 7 earthquake in the Haiti area?

How do you solve for N? We will return to this class of problems for further discussion on Thursday.

Wrap-up and Status Complete and hand in answers to three questions related to group problems 1-3. Warm-up problems 1-19 will be due NEXT Tuesday. We will continue our review of these problems and their solution this Thursday.

For Next Time Finish reading Chapters 1 and 2 (pages 1 through 38) of Waltham We’re still going over background information related to those 19 intro in-class problems. Additional group/in-class problems focus your attention on problems 15 through 18. In the next class we will spend some time reviewing logs and trig functions. Following that, we will begin learning how to use to solve some problems related to the material covered in Chapters 1 and 2.