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It is worth considering the distinction between accumulation and net accumulation. If f is an accumulation function, then f(x) for any value of x gives the measure of the accumulating quantity at that value of x. All of it. In the situations we have dealt with, we developed a method for approximating the accumulation of quantities from some starting point. These approximations are the net accumulation in the quantity -- the accumulation from the reference point to a value of x, not the entire accumulation up to the value of x.
Put another way, the accumulation in a quantity from a starting point a to a value of its independent variable is the quantity's net accumulation, or net change in accumulation. The function A that we developed in Section 5.1 approximates the net change in f from a to x. It does not approximate the value of f at x.
In Section 5.1 we gave conceptual definitions of approximate rate functions and approximate net accumulation functions. We called the definitions "conceptual" because each relied on computing two values that we described conceptually but did not give a way to compute them:
We will address both isses in this section.
Our analysis of the basketball rocket example embodies the general method of generating an approximate accumulation function A from an exact rate of change function $r_f$.
Put another way, the functions we defined for the rocket basketball can be used in any situation where there is an unknown exact accumulation function f that we wish to approximate, and we are given f’s exact rate of change function $r_f$ whose values tell us the rate of change of f at any moment of f’s independent variable. In these situations, we wish to define the approximate accumulation function A whose values approximate the net change in values of f that the exact rate of change function $r_f$ generates.
Given:
$$\color{red}{\text{(Eq. 5.2.1)}}\qquad r(x)=r_f(\mathrm{left}(x))$$
Our purpose for defining r in terms of $r_f$ is that the function r is constant over each $\Delta x$-interval. This is important because we can compute changes in a function when its rate of change is constant, but not when its rate of change varies. The value of $r(x)$ for any value of x within a $\Delta x$-interval is the value of $r_f$ at the beginning of that $\Delta x$-interval. So r is necessarily constant over ∆x-intervals, whereas $r_f$ is not necessarily constant.
With r being constant over every ∆x-interval, r(u)∆x approximates the change in f over the complete ∆x-interval that contains the value of u, and $r(x)(x-\mathrm{left}(x))$ approximates the change in f from the beginning of the interval containing the current value of x to the value of x.
It is convenient to let the value of u be the left end of a ∆x-interval. The left end of the $k^{th}$ $\Delta x$-interval is $a+(k-1)\Delta x$ (you should test this statement).
Equation 5.2.2 puts all this together in one conceptual definition.
Each value $A(x)$ is an approximation to the net change in the value f
from a to x, where f is the function that accumulates changes at the rate $r_f(x)$ at each moment x.
However, we are missing two essential details in order to have GC compute values of A. These are:
We will resolve these two technical issues and then show that the idea of accumulation from rate of change is widely applicable.
As a reminder, Equations 5.2.1 and 5.2.2 are the equations that defined an approximate net accumulation function A from an exact rate of change function $r_f$. The function f is an (unknown) exact accumulation function. Any value of the function $r_f$ is a rate of change of f at a moment of f's independent variable. A(x) for a value of x is an approximation to the net change in f from the value of a to the value of x.
There are two key ideas in determining the number of $\Delta x$-intervals between a and x. The first is that $x-a$ represents the distance between the value of a and the value of x whenever $x\ge a$.
The second key idea is that a quotient of two numbers tells us how many times as large the numerator is than the denominator. The quotient $\frac{15}{3}$ being 5 tells us that 15 is 5 times as large as 3, or that there are five 3’s in 15. Similarly, $\dfrac{33}{7}=4+\dfrac{5}{7}$ tells us that there are four complete 7’s and $\frac{5}{7}$ of 7 in 33. So an interval of length 33 contains four complete intervals of size 7.
More generally, the expression $\dfrac{x-a}{\Delta x}\text{, }x \ge a$ computes the number of intervals of size $\Delta x$ that are contained in the interval from a to x, including fractional parts of $\Delta x$.
However, we want only the number of complete $\Delta x$-intervals between a and x. In other words, we want the whole number part of the quotient $\dfrac{x-a}{\Delta x}$.
The function “floor” serves our purpose. The value of floor(x), customarily written $\lfloor x \rfloor$, is the greatest integer less than or equal to the value of x. So $\lfloor 3.2 \rfloor=3$, $\lfloor 7.9999 \rfloor=7$, and $\lfloor -3.2 \rfloor=-4$.
In GC, type “floor” to get the floor function.
The number of complete $\Delta x$-intervals between a and x is therefore:
$$\color{red}{\text{(Eq. 5.2.3)}}\qquad \left\lfloor\frac{x-a}{\Delta x}\right\rfloor\text{ if } x \ge a$$
Equation 5.2.3 gives the number of complete $\Delta x$-intervals between the value of a and the value of x.
We can re-write Equation 5.2.2 as Equation 5.2.4:
a |
b |
$\Delta x$ | $\left\lfloor\dfrac{b-a}{\Delta
x}\right\rfloor$ |
What this value means |
2 | 27 | 0.03 | 833 | There are 833 complete intervals of size 0.03 within the interval that extends from 2 to 27 |
-1.4 | 3.7 | 0.002 | ||
2 | -1.5 | 0.07 | ||
17.33 | 35.24 | 0.012 |
Figure 5.2.1 shows that the value of left(x) is determined by the number of complete $\Delta x$-intervals between a and x. The value of left(x) is the value of x at the left end of the current $\Delta x$-interval, which is the value of x at the right end of the interval that extends 5 $\Delta x$-intervals from the value of a.
But 5 is the number of complete $\Delta x$-intervals between a and x. So, in Figure 5.2.1, $\mathrm{left}(x)=a+5\Delta x$.
However, Equation 5.2.3 gives us a general way to represent the number of complete $\Delta x$-intervals between a and x.
The general definition of left(x) for given values of a and $\Delta x$ is therefore:$$\color{red}{\text{(Eq. 5.2.5)}}\qquad \mathrm{left}(x)=a+{\Delta x}\left\lfloor\dfrac{x-a}{\Delta x}\right\rfloor\text{ if }x \ge a$$
To enter the statement $\mathrm{left}(x) = a+\Delta x \left\lfloor \dfrac{x-a}{\Delta x} \right\rfloor \text{ if } x \ge a$ as a function definition in GC, type:
\left\ ctrl-9 x = a + $\Delta x$ * floor (x - a) / \∆x\ if x ctrl-shift -> a
In GC-Mac, type \option-j x\ to get $\Delta x$
In GC-Windows, type \Dx\ instead of \option-j x\)
Equation 5.2.5 in words is, “The value of left(x) is the value of a plus the combined length of all completed $\Delta x$-intervals between a and x.” Put another way, the value of left(x) is the value of a plus the length of one $\Delta x$-interval times the number of complete $\Delta x$-intervals between a and x.
Here is a YouTube video that gives another explanation of the motive for left(x) and the way to calculate it.
Sometimes GC will compute the floor of a quotient incorrectly. For example, GC will say that
$$\left\lfloor \dfrac{4.72 - 2}{0.01} \right\rfloor = 271$$
while it will also say that
$$\left\lfloor \dfrac{2.72}{0.01} \right\rfloor = 272$$
The two should be the same because $(4.72 - 2)$ is the same as 2.72. But GC says they have different values.
The problem is not with GC. The problem is that computers use a finite number of digits to represent all real numbers. Click here to see the explanation.
We now have a way to define any approximate net accumulation function for which we have an exact rate of change function, and define it so that GC can compute values of it.
Given an exact rate of change function $r_f$ whose values give the rate of change at every moment of an accumulation function f, we have Equation 5.2.6:
With the system of statements in Equation 5.2.6, GC can approximate any net accumulation function just by knowing its exact rate of change function.
Reflection 5.2.1: Some people claim that A(x) in Equation 5.2.6 should be
$$A(x)=\left(\sum_{k=1}^{\left\lfloor \frac{x-a}{\Delta x} \right\rfloor} r_f(a+(k-1)\Delta x) \right)+r(x)\left(x-\mathrm{left}(x)\right) \text{ if }x \ge a$$
instead of $$A(x)=\left(\sum_{k=1}^{\left\lfloor \frac{x-a}{\Delta x} \right\rfloor} r\left(a+(k-1)\Delta x \right) \right)+r(x)\left(x-\mathrm{left}(x)\right) \text{ if }x \ge a.$$Are they correct? Explain. Hint: Examine $r(a+k\Delta x)$ and $r_f(a+k\Delta x)$ for a given value of $\Delta x$ and various values of a and k.
Reflection 5.2.2: Some people claim that A(x) in Equation 5.2.6 should be
$$A(x)=\left(\sum_{k=1}^{\left\lfloor \frac{x-a}{\Delta x} \right\rfloor} r\left( a+(k-1)\Delta x \right) \right)+r_f(x)\left(x-\mathrm{left}(x)\right) \text{ if }x \ge a$$
instead of $$A(x)=\left(\sum_{k=1}^{\left\lfloor \frac{x-a}{\Delta x} \right\rfloor} r\left( a+(k-1)\Delta x \right) \right)+r(x)\left(x-\mathrm{left}(x)\right) \text{ if }x \ge a.$$
Are they correct? Explain.
Practice entering the statements in Equation 5.2.6 into GC. Use $r_f(x)=\frac{1}{x}$, $a=1$, and $\Delta x=0.1$. Type ctrl-L to get a subscript, type \left\ to get “left”, “floor” to get $\lfloor \, \rfloor$, and type ctrl-shift-S to get a summation sign. When finished, type $y=A(x)$. GC should produce a graph like the one below.
Click on a point in GC’s displayed graph. Record its coordinates. Then interpret the point in terms of the meanings of its coordinates.
Departments of transportation are very concerned with how steep a highway is, because to qualify for federal matching funds, no stretch of highway can exceed a rate of change of elevation with respect to distance greater than 0.08 $\frac{m}{m}$ (i.e. a rate no greater than $\frac{8}{100}$ meter of change in elevation per meter of highway). This rate can be expressed equivalently as $8 \frac{m}{100m}$ or $800 \frac{m}
The displayed graph in Figure 5.2.2 shows a particular highway's rate of change of elevation over a stretch of road beginning at the Utah-Colorado state border. It shows the highway's rate of change of elevation (in meters of elevation per 100 meters of highway) at every distance from the border up to 14 km from the border. This rate of change of elevation map is modeled by the function $r_E(x) = 3 \cos (\frac{x}{2}) e^{\sin(\frac{2x}{3})}$, where a value of x is a number of km from the border. The function $r_E$ is the exact rate of change function for the exact elevation function E. The fact that $r_E(2.3)=3.33$ tells us that 2.3 km from the border, the highway’s elevation increases at the rate of 3.33 $\frac{m}{100m}$ for a brief stretch of highway around 2.3 km from the border.
Study the displayed graph of $r_E$. Its behavior by itself tells us about how the elevation changes with respect to distance from the border. Anywhere that $r_E(x)>0$, the highway’s elevation is increasing. Anywhere that $r_E(x)<0$, the highway’s elevation is decreasing. The highway’s elevation increases more rapidly wherever $r_E$ increases. The highway’s elevation decreases more rapidly wherever $r_E$ decreases.
Our goal is to define a function that approximates $E(x)$, the road’s exact elevation x km from the border as x varies from 0 to 14, given that the road’s elevation at the border is 1243 meters.
Determining elevation in this example means to compute accumulated changes in elevation, in meters, from the rate at which the elevation is changing with respect to distance along the road (in $\mathrm{\frac{m}{100m}}$). We can use the general method developed in Equation 5.2.6 to define a function that approximates the exact elevation function, which we will call E.
Equation 5.2.7 (below) is the result of specializing Equation 5.2.6 to the current situation.
Figure 5.2.3 displays the graph of the approximate accumulation function A, along with the GC statements that produced it. Study the GC statements in Figure 5.2.3 until you understand how each of them contributes to producing the graph displayed at the right.
The definition of A in Figure 5.2.3 not only produces a graph of elevation in relation to distance along the highway, it gives us a way to compute net changes in elevation between specific places on the highway:
Save your GC file for this exercise. You will need it for the next exercise.
Figure 5.2.4, below, shows a ball hanging by a rubber cord. The ball is given a sharp push downward. The cord then stretches until the ball stops moving down and begins being pulled up. And so on. The ball’s rate of change of displacement (in $\mathrm{\frac{m}{sec}}$) from its resting point with respect to elapsed time (in sec) is $r_g(x)=(0.25 \sin x-4 \cos x)e^{-0.0625x}$, where x is the number of seconds since the ball was pushed and g is the ball’s exact displacement function with respect to x.
Use your GC file from Exercise 4 for this question.
Why does GC produce a step function as its graph of B? What is the relationship between function B and function A? Justify your answer.
$$\begin{align} r_f(x)&=0.5\left(x^2-1\right)+0.2\cos(10x)\\[1ex] a&=-1.5\\[1ex] \Delta x&=0.4\\[1ex] \text{left}(x)&=a+\Delta x \left\lfloor\frac{x-a}{\Delta x}\right\rfloor\\[1ex] r(x)&=r_f(\mathrm{left}(x))\\[1ex] C(x)&=\sum\limits_{k=1}^{\left\lfloor \frac{x-a}{\Delta x}\right\rfloor} \left(r(a+(k-1)\Delta x\right)\Delta x\\[1ex] V(x)&=r(x)(x-\mathrm{left}(x))\end{align}$$