TM 5-818-5/AFM 88-5, Chap 6/NAVFAC P-418
(Modified from "Foundation Engineering, " G. A. Leonards, ed., 1962, McGraw-Hill
Book Company. Used with permission of McGraw-Hill Book Company.)
Figure 4-27. Flow and drawdown to slots computed from flow nets.
(previously identified as equation (1) in fig. 4-27)
distribution for various seepage conditions. Both two-
through soil can be expressed for unit length of soil
and three-dimensional models can be used to solve
formations as follows:
seepage problems.
(4-3)
b. Darcy's law for two-dimensional flow of water
4-31
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