get_depletion_from_pumping.Rd
This function estimates stream depletion fraction (using `get_stream_depletion_fraction`) and changes in water level at an observation well (`get_aquifer_drawdown_ratio`) due to abstraction from a pumping well at time `t` after pumping initiates. Like `get_stream_depletion_fraction`, and unlike `get_aquifer_drawdown_ratio`, The function accounts for a the effect of the stream as a constant head boundary. See Glover (1954).
get_depletion_from_pumping(
df,
x1 = NULL,
x2 = NULL,
y = NULL,
K = NULL,
D = NULL,
V = NULL,
t = NULL,
well_diam = NULL
)
data.frame
with columns specifying all parameters
Distance between well and river
Distance of observation well to stream
Distance between pumping and observation well (parallel to stream)
Saturated hydraulic conductivity
Depth of aquifer
Drainable porosity of aquifer
Time from pumping onset at which to calculate stream depletion fraction
Diameter of the well, inside which drawdown does not increase. Defaults to 0.
A `data.frame` with two columns: `stream_depletion_fraction` and `aquifer_drawdown_fraction`. To calculate stream depletion and changes in water level, multiply these values by the pumping rate.
Get stream depletion and changes in water level from pumping
library(units)
x1 <- set_units(c(1, 5, 10) * 1e3, "ft")
x2 <- set_units(1e3, "ft")
y <- set_units(1e3, "ft")
D <- set_units(100, "ft")
K <- set_units(0.001, "ft/sec")
t <- set_units(5, "year")
V <- 0.2 # unitless
depletion_from_pumping <- get_depletion_from_pumping(x1 = x1,
x2 = x2,
y = y,
K = K,
D = D,
V = V,
t = t)
depletion_from_pumping
#> stream_depletion_fraction aquifer_drawdown_ratio
#> 1 0.9365474 -1.2707109 [s/ft^2]
#> 2 0.6905933 -0.5705381 [s/ft^2]
#> 3 0.4259739 -0.2299550 [s/ft^2]
# Specifying parameters as named data.frame columns
library(tibble) # simplifies specifying data.frames with units objects
df <- tibble(x1 = x1, x2 = x2, y = y, K = K, D = D, V = V, t = t)
depletion_from_pumping <- get_depletion_from_pumping(df)
depletion_from_pumping
#> stream_depletion_fraction aquifer_drawdown_ratio
#> 1 0.9365474 -1.2707109 [s/ft^2]
#> 2 0.6905933 -0.5705381 [s/ft^2]
#> 3 0.4259739 -0.2299550 [s/ft^2]