Record Details
Steady flow to tile drains above an impervious layer -- a theoretical study
CaltechAUTHORS
| Field | Value |
|---|---|
| Relation | https://authors.library.caltech.edu/25990/ https://resolver.caltech.edu/CaltechKHR:KH-R-9 CaltechKHR:KH-R-9 10.7907/Z9G73BM9 |
| Title | Steady flow to tile drains above an impervious layer -- a theoretical study |
| Creator | List, E. John |
| Description | Existing analytical solutions for vertical influent seepage flow to an infinite series of tile drains underlain by an impervious layer do not adequately consider the free surface nor give solutions for the drain diameter (see Figure 1). The theoretical investigations described herein basically sought to find a method whereby an engineer could find the required diameter, depth, and spacing of an adequate tile drainage system when given the ratio of infiltration to soil hydraulic conductivity... |
| Publisher | California Institute of Technology |
| Date | 1965-01 |
| Type | Report or Paper PeerReviewed |
| Format | application/pdf |
| Language | en |
| Rights | other |
| Identifier | https://authors.library.caltech.edu/25990/1/KH-R-9.pdf List, E. John (1965) Steady flow to tile drains above an impervious layer -- a theoretical study. W. M. Keck Laboratory of Hydraulics and Water Resources Report, 9. California Institute of Technology , Pasadena, CA. (Unpublished) https://resolver.caltech.edu/CaltechKHR:KH-R-9 <https://resolver.caltech.edu/CaltechKHR:KH-R-9> |
