426 CHAPTER 4 Polynomial and Rational Functions 4–46
College Algebra Graphs & Models—
䊳
APPLICATIONS
85. Traffic volume: Between the hours of 6:00
A
.
M
.
and 6.00
P
.
M
., the volume of traffic at a busy
intersection can be modeled by the polynomial
where v(t)
represents the number of vehicles above/below
average, and t is number of hours past 6:00
A
.
M
.
(6:00
A
.
M
. (a) Use the remainder theorem to
find the volume of traffic during rush hour
(8:00
A
.
M
.), lunch time (12 noon), and the trip
home (5:00
P
.
M
.). (b) Use the rational zeroes
theorem to find the times when the volume of
traffic is at its average (c) Use this
information to graph v(t), then use the graph to
estimate the maximum and minimum flow of traffic
and the time at which each occurs.
86. Insect population: The population of a certain
insect varies dramatically with the weather, with
springlike temperatures causing a population
boom and extreme weather (summer heat and
winter cold) adversely affecting the population.
This phenomena can be modeled by the polynomial
where p(m)
represents the number of live insects (in hundreds
of thousands) in month m .
(a) Use the remainder theorem to find the
population of insects during the cool of spring
(March) and the fair weather of fall (October).
(b) Use the rational zeroes theorem to find the
times when the population of insects becomes
dormant (c) Use this information to
graph p(m), then use the graph to estimate the
maximum and minimum population of insects, and
the month at which each occurs.
87. Balance of payments: The graph shown represents
the balance of payments (surplus versus deficit) for
a large county over a 9-yr period. Use it to answer
the following:
a. What is the minimum
possible degree
polynomial that can
model this graph?
b. How many years did this
county run a deficit?
c. Construct an equation
model in factored form and in polynomial
form, adjusting the lead coefficient as needed.
How large was the deficit in year 8?
88. Water supply: The graph shown represents the
water level in a reservoir (above and below normal)
that supplies water to a metropolitan area, over a
6-month period. Use it to answer the following:
3p1m2 04.
1m 僆 10, 14S Jan2
p1m2m
4
26m
3
217m
2
588m,
3v1t2 04.
S 02.
v1t2t
4
25t
3
192t
2
432t,
a. What is the
minimum possible
degree polynomial
that can model this
graph?
b. How many months
was the water level
below normal in this
6-month period?
c. At the beginning of this period the
water level was 36 in. above normal, due to a
long period of rain. Use this fact to help
construct an equation model in factored form
and in polynomial form, adjusting the lead
coefficient as needed. Use the equation to
determine the water level in months three
and five.
89. In order to
determine if the
number of lanes
on a certain
highway should
be increased, the
flow of traffic (in
vehicles per min)
is carefully
monitored from
6:00
A
.
M
. to
6:00
P
.
M
. The
data collected are shown the table (6:00
A
.
M
.
corresponds to ). (a) Draw a scatterplot and
decide on an appropriate form of regression, then
find the regression equation and graph the function
and scatterplot on the same screen. (b) Use the
regression equation and its graph to find the
maximum flow of traffic for the morning and
evening rush hours. (c) During what time(s) of day
is the flow rate 350 vehicles per hour?
90. The Goddard Memorial Rocket
Club is testing a new two-stage
rocket. Using a specialized
tracking device, the velocity of
the rocket is monitored every
second for the first 4.5 sec of
flight, with the data collected
in the table shown. (a) Draw a
scatterplot and decide on an
appropriate form of regression, then find the
regression equation and graph the function and
scatterplot on the same screen. (b) Use the
regression equation and its graph to find how many
seconds elapsed before the first stage burned out,
t 0
1m 02,
10987654321
6
4
2
8
10
4
6
8
10
2
Year
Balance
(10,000s)
(9.5, ~6)
Level
(inches)
Month
654321
6
4
2
8
10
4
6
8
10
2
Time Volume
(6:00
A
.
M
. ) (vehicles/min)
00
2 222
4 100
6 114
8 360
10 550
11 429
S 0
Time Velocity
(sec) (ft/sec)
00
1 441
2 484
3 459
4 696
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