Locating and measuring EQs Flashcards
Earthquake waves and propogation
deformation leading to strain and elastic stresses: stick and slip
P waves
Primary/comPressional
S waves
Secondary/Shear
Surface waves [2]
Love or Rayleigh
speed of waves
P, S, Surface
Shear waves can’t
travel through liquid - shadow beyond 104 degrees
Refraction of P waves
shadow 104-140 degrees
Seismometers
Detect passage of seismic waves
Masses and springs
Anchored to bedrock
Seismograms
Smoked drum or paper roll. Record rotates continuously, pen moves and leaves wiggles
Seismic measuring
vertical, N/S, E/W
Amplitude recorded proportional to velocity of the ground motion
WWSSN
World Wide Standard Seismic Network in the 1960s
Triangulation
epicentral distance to 3 stations + (P and S time differences
General magnitude
M= log(A/T) + f(d,h) + Ceq + Crec A = amplitude, T = period, f = correction for epicentre distance D and focal depth H Ceq = region correction Crec = station correction
Local magnitude [ML]
Richter scale, invalid for M>8
Surface wave magnitude [Ms]
Ms = log10(A/T)max + 1.66log10 delta + 3.3 A = amplitude of ground motion in units 10^6m T = time in seconds delta = epicentral distance in degrees