Soil Investigation

Soil Infiltration Data Work Sheet

Site name:______________________________________________________________
Name of Collector/Analyst/Recorder: _______________________________________

Required Information:
Sample Set number:   ________
Observation:  Date  ________________  Time  ___________ UT
Distance to Soil Moisture study site marker   _____ m
Diameter of -- Inner Ring: _______ cm     Outer Ring: _______ cm
Water Level Change (Interval Thickness = Upper - Lower):
     Heights above ground level:   Upper :  ________ mm    Lower : _______ mm
Saturated Soil Water Content below rings at end of experiment: ________ gm/gm

Daily Metadata/Comments: (optional)




Directions:
  • Make 3 sets of infiltration rate measurements within a 5 m diameter area on a sesonal basis or 3 times during the period you choose to monitor soil moisture (3 sets x 3 times = 9 sets/yr).
  • Each set consists of multiple timings of the same water level drop or change, until the flow rate becomes constant or 45 minutes is up.
  • Record your data below for each SET of Infiltration measurements you make. The form below is setup to help you calculate the flow rate.
  • Data analysis: Plot the Cummulative time (E) vs. Flow Rate (G). Observations:
  • A.
    Start
    B.
    End
    C.
    Interval
    (min)
    (B-A)
    D.
    Midpoint
    (min)
    (A+C/2)
    E.
    Cummulative
    (min)
    (D-A1)
    F.
    Water Level Change
    (mm)
    G.
    Flow Rate
    # (min) (sec) (min) (sec) (mm/min)
    (F/C)
    1____________________________________________________________
    2____________________________________________________________
    3____________________________________________________________
    4____________________________________________________________
    5____________________________________________________________
    6____________________________________________________________
    7____________________________________________________________
    8____________________________________________________________
    9____________________________________________________________