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Recall that the angle of depression and the angle of elevation are congruent.
≈ 1309 ft
Let's begin with redrawing the given picture. We will name the missing sides. Let x represents the width of the river.
Let's recall that the angle of depression and the angle of elevation are congruent by the Alternate Interior Angles Theorem.
To evaluate the lengths of the missing sides, we can use one of the trigonometric ratios. Let's recall that the tangent of ∠A is the ratio of the leg opposite ∠A to the leg adjacent ∠A. Using this definition, we can create the equations for tan 45^(∘) and tan 18^(∘). tan 45^(∘)=630/y & (I) tan 18^(∘)=630/y+ x & (II) As we can see, we need to solve the system of equations. To do this, we can use the Substitution Method. Our first step will be to isolate y in the first equation.
(I):LHS * y=RHS* y
(I):.LHS /tan 45^(∘).=.RHS /tan 45^(∘).
(I):Use a calculator
The value of y is 630 feet. By substituting this value into the second equation, we can find the value of x.
(II):y= 630
(II):Use a calculator
(II):Round to nearest integer
The width of the river is approximately 1309 feet.