hantush {streamDepletr} | R Documentation |
Streamflow depletion in partially penetrating stream with semipervious streambed.
Description
Streamflow depletion in partially penetrating stream with semipervious streambed.
Usage
hantush(t, d, S, Kh, b, Kriv, briv, prec = 80)
Arguments
t |
times you want output for [T] |
d |
distance from well to stream [L] |
S |
aquifer storage coefficient (specific yield if unconfined; storativity if confined) |
Kh |
aquifer horizontal hydraulic conductivity [L/T] |
b |
aquifer saturated thickness [L] |
Kriv |
streambed semipervious layer hydraulic conductivity [L/T] |
briv |
streambed semipervious layer thickness [L] |
prec |
precision for |
Details
This function is described in Hantush (1965). As the leakance term (b*Kh/Kriv)
approaches 0 this is equivalent to glover. It contains numerous assumptions:
Horizontal flow >> vertical flow (Dupuit assumptions hold)
Homogeneous, isotropic aquifer
Constant
Tr
: Aquifer is confined, or if unconfined change in head is small relative to aquifer thicknessStream is straight, infinitely long, and remains in hydraulic connection to aquifer
Constant stream stage
No changes in recharge due to pumping
No streambank storage
Constant pumping rate
Aquifer extends to infinity
Value
A numeric of Qf
, streamflow depletion as fraction of pumping rate [-].
If the pumping rate of the well (Qw
; [L3/T]) is known, you can calculate volumetric streamflow depletion [L3/T] as Qf*Qw
References
Hantush, MS (1965). Wells near Streams with Semipervious Beds. Journal of Geophysical Research 70(12): 2829-38. doi:10.1029/JZ070i012p02829.
Examples
hantush(t = 1826, d = 1000, S = 0.2, Kh = 86.4, b = 100, Kriv = 0.0864, briv = 1)
Qf <- hantush(t = seq(1, 1826), d = 1000, S = 0.2, Kh = 86.4, b = 100, Kriv = 0.0864, briv = 1)
plot(x = seq(1, 1826), y = Qf, type = "l")