Main Title |
Groundwater Seepage Past Sharp and Rounded Corners. |
Author |
Hun, Bruce W. ;
Isha, Achi Mohamed ;
|
CORP Author |
Washington Univ., Seattle. Dept. of Civil Engineering. |
Year Published |
1971 |
Report Number |
DI-14-31-0001-3248; OWRR-A-041; 00802,; A-041-WASH(1) |
Stock Number |
PB-204 233 |
Additional Subjects |
( Groundwater ;
Seepage) ;
( Hydraulic conductivity ;
Mathematical models) ;
Darcys law ;
Piezometers ;
Hydraulics ;
Differential equations ;
Fluid infiltration ;
Nonlinear seepage
|
Holdings |
Library |
Call Number |
Additional Info |
Location |
Last Modified |
Checkout Status |
NTIS |
PB-204 233 |
Some EPA libraries have a fiche copy filed under the call number shown. |
|
07/26/2022 |
|
Collation |
45p |
Abstract |
An experimental investigation was undertaken with two sand-box models to study the piezometric head distributions for groundwater seepage in the neighborhood of impervious boundaries with sharp and rounded corners. These experimental piezometric head distributions were then compared with the theoretical piezometric head distributions calculated from Darcy's law. (Water Resources Scientific Information Center) |