Description Usage Arguments Details References Examples
Earthquake-related poroelastic solutions in Roeloffs 1996
1 2 3 4 5 6 7 8 9 10 | r96_drainage_pressure(
Times,
depth,
depth_water = 0,
diffusiv = 1,
strain0 = -1,
B = 1,
Ku = 1,
...
)
|
Times |
numeric; times to calculate at |
depth |
numeric; observation depth [m] |
depth_water |
numeric; depth to water table [m] |
diffusiv |
numeric; hydraulic diffusivity [m^2/s] |
strain0 |
numeric; static strain change [unscaled strain] |
B |
numeric; Skempton's coefficient B [-] |
Ku |
numeric; undrained bulk modulus [Pa] |
... |
additional parameters |
r96_drainage_pressure
refers to the solution
given in equation 50 of Roeloffs (1996), the pore pressure
response to a static strain. The temporal change in pore
pressure represents water table drainage as a function of time.
Roeloffs, E. (1996), Poroelastic techniques in the study of earthquake-related hydrologic phenomena, Advances in Geophysics, 37, 135-195, https://doi.org/10.1016/S0065-2687(08)60270-8
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 | # Remake Fig 16 in Roeloffs (1996)
d2s <- 86400
lti <- 10^seq(-3,0, length.out=21)
ti <- unique(sort(c(0, lti, seq(-10, 50, length.out=201)) * d2s))
zsq4c <- c(1, 24, 24*30) * d2s / 24 # timescales in hours
z <- 1
vert_c <- z^2 / 4 / zsq4c # vertical diffusivity
r1 <- r96_drainage_pressure(Times=ti, depth=z, diffusiv=vert_c[1]) # 1 hour
r2 <- r96_drainage_pressure(Times=ti, depth=z, diffusiv=vert_c[2]) # 1 day
r3 <- r96_drainage_pressure(Times=ti, depth=z, diffusiv=vert_c[3]) # 30 days
## Not run:
plot(c(-10, 50), c(-0.2,1.2), col=NA, xaxs='i', yaxs='i', xlab='TIME, IN DAYS', ylab='P(t)/BKu')
lines(ti/d2s, r1, lty=2)
lines(ti/d2s, r2, lty=3)
lines(ti/d2s, r3)
text(c(20,22,32), c(0.12,0.35,0.9), parse(text=sprintf("z^2/4*c == %s", c('1 ~ "hour"','1 ~ "day"','30 ~ "days"'))))
plot(range(10**lti), c(5e-2, 1), col=NA, xaxs='i', log='y', xlab='TIME, IN DAYS', ylab='P(t)/BKu')
lines(ti/d2s, r1, lty=2)
lines(ti/d2s, r2, lty=3)
lines(ti/d2s, r3)
## End(Not run)
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