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CWR4101: Hydrology

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After rain makes contact with the soil: Less than saturated, moisture is transmitted ... Apply principle of momentum in the form of Darcy's law: where: q = flow [L/T] ... – PowerPoint PPT presentation

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Title: CWR4101: Hydrology


1
CWR4101 Hydrology
Mr. Jeff Earhart Infiltration http/classes.cecs
.ucf.edu/cwr4101/shagen
2
Generalized Infiltration
P
At time t 0 to
Surface
Dry soil
3
Generalized Infiltration
  • After rain makes contact with the soil

Less than saturated, moisture is transmitted
Near Dry soil
Dry soil
4
Infiltration
  • Assumptions
  • Constant intensity, evenly distributed rainfall
  • Homogeneous soil
  • Soil is initially dry
  • On a local scale these assumptions are
    reasonable.

5
Infiltration
  • Moisture Zones

6
Moisture Zones
  • Complete saturation
  • Unsaturated flow, uniform moisture content
  • Sharp discontinuity between wet soil above and
    dry below
  • Dry soil

7
GreenAmpt Model for Potential Infiltration
8
Green-Ampt Model
  • Assumptions
  • Ponded water on the surface, depth Ho
  • Fillable pore space ? ?s- ?i
  • Depth of percolating water will have a
    homogeneous moisture content.
  • Depth H Z1 Z2 ? H Z2

9
Green-Ampt Model
  • Apply continuity principle to determine the
    cumulative infiltration _at_ time, toDt

10
Green-Ampt Model
  • Apply principle of momentum in the form of
    Darcys law

where q flow L/T K hydraulic
conductivity L/T h head L z depth L
11
Green-Ampt Model
  • For Green-Ampt Model q will be constant
    throughout a given depth and positive upward

12
Green-Ampt Model
  • where
  • f infiltration rate.
  • Note ? capillary suction head

13
Green-Ampt Model
  • Holtlt ? H where ? 5?30 cm then
  • From continuity, H F/?

14
Green-Ampt Model
  • Since

15
Green-Ampt Model
  • Separating variables
  • Splitting the left hand side into two parts

16
Green-Ampt Model
  • Setting up the integral
  • Integrating both sides

17
Green-Ampt Model
  • Given ?, ?, ? guess at F(t) on the right hand
    side, usually F(t) ?t and solve by trial and
    error.
  • ? suction head
  • ? effective porosity
  • ? hydraulic conductivity.

18
Green-Ampt Method
  • If f i at tp , what does F equal?
  • Also,
  • Solving for tp

19
Time of Concentration (tc)
  • Definition the time it takes the most distant
    particle of water to reach the point at which we
    want to monitor flow. At this time, given a
    constant rainfall, the peak flow occurs.

20
Time of Concentration
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