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Campbell Scientific CS616 and CS625 Water Content Reflectometers User Manual

Page 43

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CS616 and CS625 Water Content Reflectometers

with

θ

v

, the volumetric water content (m

3

m

-3

);

τ

,

the CS616/CS625 period

(microseconds); C

o

, the intercept; and C

1

, the slope.

The calibration coefficients are derived from a curve fit of known water

content and CS616/CS625 period.

The number of data sets needed to derive a calibration depends on whether the

linear or quadratic form is being used and the accuracy requirement. Consider

the expected range of soil water content while viewing FIGURE 7-1 and

FIGURE 7-2. If the expected response is nearly linear, fewer laboratory

measurements are needed to derive the calibration. A linear response is best

described by data taken near the driest and wettest expected water contents.

Collecting measurements of CS616/CS625 period and core samples from the

location where the probe is to be used will provide the best soil-specific

calibration. However, intentionally changing water content in soil profiles can

be difficult.

A vertical face of soil can be formed with a shovel. If the CS616/CS625 is to

be used within about 0.5 meters of the surface, the probe can be inserted into

the face and water added to the surface with percolation. After adding water,

monitor the CS616/CS625 output period to determine if the soil around the

rods is at equilibrium.

With soil at equilibrium, record the CS616/CS625 period value.

Soil hydraulic properties are spatially variable. Obtaining measurements that

are representative of the soil on a large scale requires multiple readings and

sampling. The average of several core samples should be used to calculate

volumetric water content. Likewise, the CS616/CS625 should be inserted at

least 3 times into the soil recording the period values following each insertion

and using the average.

Remove the CS616/CS625 and take core samples of the soil where the probe

rods were inserted. This is necessary for measurement of bulk density. Copper

tubing of diameter ≥ 1” and length about 2” works well. The tubes can be

pressed into the soil surface.

It is good to take replicate samples at locations around the tray surface. Three

carefully handled samples will provide good results.

The sample tubes should be pushed evenly into the soil surface. Remove the

tube and sample and gently trim the ends of excess soil. Remove excess soil

from outside of tube.

Remove all the soil from tube to a tray or container of known weight that can

be put in oven or microwave. Weigh and record the wet soil weight.

Water is removed from the sample by heating with oven or microwave. Oven

drying requires 24 hours at 105 C. Microwave drying typically takes 20

minutes depending on microwave power and sample water content. ASTM

Method D4643-93 requires heating in microwave for 3 minutes, cooling in

desiccator then weighing and repeating this process until weigh is constant.

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