Measurements in Fluid Mechanics 058:180:001 (ME:5180:0001) Time & Location: 2:30P - 3:20P MWF 218 MLH Office Hours: 4:00P – 5:00P MWF 223B-5 HL Instructor: Lichuan Gui lichuan-gui@uiowa.edu http://lcgui.net Lecture 5. Dynamic response of measuring systems 2 Models of dynamic response Dynamic measuring system - at least one of inputs is time dependent Description of dynamic response - differential equation that contains time derivatives. - Linear dynamic response: linear differential equation - Non-linear dynamic response: non-linear differential equation Simple dynamic response - approximated by single, linear, ordinary differential equation with constant coefficients x – input y – output t – time constant coefficients: ai , i=1,2,,n ; bj , j=1,2,,m Zero-order systems K – static sensitivity - time independent - example of zero-order systems: electric resistor 3 Models of dynamic response First-order systems K – static sensitivity – time constant - example of first-order systems: thermometer Second-order systems K – static sensitivity – damping ratio n – undamped natural frequency =0: undamped second-order system 0<<1: underdamped second-order system =1: critically damped second-order system >1: overdamped second-order system Damped natural frequency (for 0<<1): - example of second-order systems: liquid manometer 4 Type of input Unit-step (or Heaviside) function - A relative fast change of the input from one constant level to another. Unit-impulse (or Dirac’s delta) function for continuous function f(x): - A sudden, impulsive application of different value of input, lasting only briefly before it returns to the original level 5 Type of input Unit-slope ramp function - A gradual change of the input, starting from a constant level persisting monotonically. Periodic function - Function f(t) with period T so that f(t)=f(t+nT) T - Can be decomposed in Fourier series 6 Dynamic response of first-order system Step response 𝑥 𝑡 = 𝐴𝑈 𝑡 𝜏 𝑑𝑦 + 𝑦 = 𝐾𝐴𝑈 𝑡 = 𝐾𝐴 for t ≥ 0 𝑑𝑡 𝑦 𝑡 = 1 − 𝑒 −𝑡/𝜏 𝐾𝐴 ∆𝑥 𝑡 𝑦 𝑡 =1− = 𝑒 −𝑡/𝜏 𝐴 𝐾𝐴 t/ 1 2 3 4 x/A 37% 13.5% 5% 1.8% 7 Dynamic response of first-order system Impulse response 𝜏 𝑥 𝑡 = 𝐴𝛿 𝑡 , 𝑑𝑦 + 𝑦 = 𝐾𝐴𝛿 𝑡 , 𝑑𝑡 𝑦 𝑡 1 = 𝑒 −𝑡/𝜏 , 𝐾𝐴 𝜏 ∆𝑥 𝑡 1 = − 𝑒 −𝑡/𝜏 𝐴 𝜏 t/ 1 2 3 4 -x/A 37% 13.5% 5% 1.8% Ramp response 𝑥 𝑡 = 𝐴𝑟 𝑡 , 𝜏 𝑑𝑦 + 𝑦 = 𝐾𝐴𝑟 𝑡 , 𝑑𝑡 𝑦 𝑡 = 𝑒 −𝑡/𝜏 + 𝑡 − 𝜏 , 𝐾𝐴 𝑡 ∆𝑥 𝑡 = −𝜏𝑒 −𝜏 + 𝜏 𝐴 t/ 1 2 3 4 -(x/A-) 37% 13.5% 5% 1.8% 8 Dynamic response of first-order system Frequency response 𝐵 1 = 𝐾𝐴 𝜔2𝜏 2 + 1 𝑥 𝑡 = 𝐴sin 𝜔𝑡 𝑦 𝑡 = 𝐵sin 𝜔𝑡 − 𝜃 𝜑 = −arctan 𝜔𝜏 As , B/A 0, and -/2. Thus a first-order system acts like a low-pass filter. 9 Dynamic response of second-order system Step response - Damping ratio determines response - Critically damped & overdamped system output increases monotonically towards static level - output of underdamped system oscillates about the static level with diminishing amplitude. - Lightly damped system (<<1) are subjected to large-amplitude oscillation that persist over a long time and obscure a measurement. 10 Dynamic response of second-order system Impulse response - undamped system with large-amplitude oscillation - underdamped system oscillates with diminishing amplitude. - Critically damped & overdamped system output increases monotonically towards static level Ramp response 11 Dynamic response of second-order system Frequency response 𝑥 𝑡 = 𝐴sin 𝜔𝑡 𝐵 = 𝐾𝐴 𝑦 𝑡 = 𝐵sin 𝜔𝑡 − 𝜃 1 1 − 𝜔/𝜔𝑛 2 2 + 4𝜁 2 𝜔 2 /𝜔𝑛 2 𝜑 = −arctan 2𝜁𝜔/𝜔𝑛 1 − 𝜔/𝜔𝑛 2 - Critically damped & overdamped systems act like low-pass filters and have diminishing output amplitudes - Undamped systems have infinite output amplitude when =n - Underdamped systems with 0 < 𝜁 < 2/2 present a peak at resonant frequency. 𝜔𝑟 = 𝜔𝑛 1 − 2𝜁 2 - Underdamped systems with 𝜁 > 2/2 have no resonant peak 12 Dynamic response of higher-order and non-linear system Dynamic analysis by use of Laplace transform - Laplace transform of time-dependent property f(t) : - Inverse Laplace transform: - Differentiation property of Laplace transform: Experimental determination of dynamic response Direct dynamic calibration suggested when measuring system exposed to time-dependent inputs - square-wave test: input switched periodically from one level to another - frequency test: sinusoidal input of constant amplitude and varying frequency 13 Distortion, loading and cross-talk Flow distortion - caused by instrument inserted in flow Loading of measuring system - measuring component extracts significant power from flow Instrument cross-talk - output of one measuring component acts as undesired input to the other 14 Homework - Read textbook 2.3-2.4 on page 31-41 - Questions and Problems: 10 on page 43 - Due on 09/02 15