A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Various methods for obtaining hydraulic conductivity relationships on negative pressure side of water table are examined and curves relating hydraulic conductivity to negative soil-water pressure are shown for 28 soils; critical pressure heads calculated for 28 soils show that this factor may vary from -15 cm of water or more for sands to -100 cm water or less for structureless loams and clays; procedure is shown for systems with mainly horizontal flow, downward flow, and for flow through restricting layers.
Various methods for obtaining hydraulic conductivity relationships on negative pressure side of water table are examined and curves relating hydraulic conductivity to negative soil-water pressure are shown for 28 soils; critical pressure heads calculated for 28 soils show that this factor may vary from -15 cm of water or more for sands to -100 cm water or less for structureless loams and clays; procedure is shown for systems with mainly horizontal flow, downward flow, and for flow through restricting layers.
Unsaturated flow in ground-water hydraulics
ASCE -- Proc (J Hydraulics Div)
Bouwer, H. (author)
1964
24 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Unsaturated Flow in Ground-Water Hydraulics
| ASCE | 2021
| UB Braunschweig | 1972
| TIBKAT | 1972
Ground-Water Hydraulics in Aquifer Management
| ASCE | 2021