Exam III will take place during the lab period on Thursday, April 17. As before, you will have the full three hours. The exam will consist of 6 to 8 problems and cover from Chapter 12 through Chapter 16. Below are a few sample exam problems.
You are responsible for all material covered in lecture and homework assignments. DO NOT ASSUME that a subject not covered in the sample exam below will not show up on Tuesday's exam! During the exam, you will be provided with an equation sheet. You may download the Equation sheet. You will be allowed to use only the equations on the sheet, or others that you derive from those on the sheet. I will email that sheet to you. Use only that when trying the problems below. Resist the temptation to look at the answers, as that will better prepare you for the exam.
F = Gm1m2/r2 where r = 500 m yields F = 0.0667 N. Vesc = sqrt(2GM/r) = 0.82 m/s ... easy to do!
F =-kx, where the added weight that caused the 1.0 cm drop is w = 5 x (80kg) x 9.8 m/s2 = 3920 N = k(.01m) -> k = 3.92 x 105N/m.
The frequency of oscillation is f = 1/2p sqrt[3.92 x 105/(2000+5x80)] = 2.04 Hz.
F = PA = rghA = 3.92 x 106N.
FB = rVg = (1030)(1.0x2.0x0.5)(9.8) = weight of students + 200N. Weight of students = 9,900 N, m = 1000 kg, divde by 70 kg to get 14.4 -> 14 students.
Av = flowrate -> pi(0.01)2v = 0.001m3/10 sec -- > v = 0.32 m/s.
Use Bernoulli's for part b ... Need v2 from A1v1 = A2v2 -> v2 = 1/16(v1) = 0.02m/s, so p1 + 1/2r0.322 + rg(0) = p2 + 1/2r0.022 + rg(-2.0m) -- > P2 - P1 = 19700 Pa.
Amplitude = 1/2 of total vertical motion = 1 m. The period is 2.4 seconds, so f = .42 Hz. Wavelength is 7 m and so v = lf = 2.9 m/s
a) Since P ~ 1/r2, the intensity will drop by 102 = 100. That is a drop of 20 dB. (A factor of 10 for every 10 dB.) So the dB level at 100m is 30 dB.
b) Increase of 10 dB requires a tenfold increase in intensity ... so 10 trombones! You should also do this problem the long way using b = 10 log(I/Io). That will be necessary for those cases without easy ratios of 10.
v = sqrt(T/m) = sqrt(1000N/(0.8 kg/10m)) = 112 m/s. The lowest mode of vibration is 1/2 wavelength between the ends, so l = 20 m and f = v/l = 5.6 Hz (Note: You should be able to draw the first few harmonic vibration modes for strings and both open-end and closed-end pipes. You can deduce the wavelengths from your drawings.)
f' = [(343-1)/343] 512 = 511 Hz for the first trumpet.
f' = [(343 +1)/(343-1)]512 = 515 Hz for the second trumpet.
You will hear these two tones and the beat between them of 4 Hz.