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Problems in Mathematical Analysis.pdf - pwp.net.ipl.pt

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Sec. 9] Miscellaneous Exercises on First-Order Differential Equations 343<br />

2893. F<strong>in</strong>d the curve, of which the segment of the tangent<br />

conta<strong>in</strong>ed between the coord<strong>in</strong>ate axes is divided <strong>in</strong>to half by<br />

the parabola if =--2x.<br />

2894. F<strong>in</strong>d the curve whose normal at any po<strong>in</strong>t of it is<br />

equal to the distance of this po<strong>in</strong>t from the orig<strong>in</strong>.<br />

2895*. The area bounded by a curve, the coord<strong>in</strong>ate axes,<br />

and the ord<strong>in</strong>ate of some po<strong>in</strong>t of the curve is equal to the<br />

length of the correspond<strong>in</strong>g arc of the curve. F<strong>in</strong>d the equation<br />

of this curve if it is known that the latter passes through the<br />

po<strong>in</strong>t (0, 1).<br />

2896. F<strong>in</strong>d the curve for which the area of a triangle formed<br />

by the x-axis, a tangent, and the radius vector of the po<strong>in</strong>t of<br />

tangency is constant and 2<br />

equal to a .<br />

2897. F<strong>in</strong>d the curve if we know that the mid-po<strong>in</strong>t of the<br />

segment cut off on the x-axis by a tangent and a normal to the<br />

curve is a constant po<strong>in</strong>t (a, 0).<br />

When form<strong>in</strong>g first-order differential equations, particularly <strong>in</strong> phvsical<br />

problems, it is frequently advisable to apply the so-called method of differentials,<br />

which consists <strong>in</strong> the fact that approximate relationships between<br />

<strong>in</strong>f<strong>in</strong>itesimal h.crements of the desired quantities (these relationships are<br />

accurate to <strong>in</strong>f<strong>in</strong>itesimals of higher order) are replaced by the correspond<strong>in</strong>g<br />

relationships between their differentials. This does not affect the result.<br />

Problem. A tank conta<strong>in</strong>s 100 litres of an aqueous solution conta<strong>in</strong><strong>in</strong>g<br />

10 kg of salt. Water is enter<strong>in</strong>g the tank at the rate of 3 litres per m<strong>in</strong>ute,<br />

and the mixture is flow<strong>in</strong>g out at 2 litres per m<strong>in</strong>ute. The concentration is<br />

ma<strong>in</strong>ta<strong>in</strong>ed uniform by stirr<strong>in</strong>g. How much salt will the tank conta<strong>in</strong> at the<br />

end of one hour?<br />

Solution. The concentration c of a substance is the quantity of it <strong>in</strong><br />

unit volume. If the concentration is uniform, then the quantity of substance<br />

<strong>in</strong> volume V is cV.<br />

Let the quantity of salt <strong>in</strong> the tank at the end of t m<strong>in</strong>utes be x kg.<br />

The quantity of solution <strong>in</strong> the tank at that <strong>in</strong>stant will be 100 + / litres,<br />

and, consequently, the concentration c= QQ<br />

kg per litre.<br />

Dur<strong>in</strong>g time dt, 2dt litres of the solution flows out of the tank (the<br />

solution conta<strong>in</strong>s 2cdt kg of salt). Therefore, a change of dx <strong>in</strong> the quantity<br />

of salt <strong>in</strong> the tank is given by the relationship<br />

This is the sought -for differential equation. Separat<strong>in</strong>g variables and <strong>in</strong>tegrat<strong>in</strong>g,<br />

we obta<strong>in</strong><br />

ln* = 21n(100+0 + lnC<br />

or<br />

C<br />

*<br />

'<br />

1<br />

(100-M)<br />

The constant<br />

C= 100,000. At<br />

C is<br />

the<br />

found from<br />

expiration<br />

the<br />

of<br />

fact<br />

one<br />

that xvh^n f = 0, \ 10,<br />

hour, the tank will<br />

that is,<br />

conta<strong>in</strong><br />

x<br />

100,000<br />

-<br />

ft<br />

=^ 3.9<br />

. ..<br />

f<br />

kilograms of<br />

u<br />

salt.

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