ETC Field Quick Reference Tables

Custom Quick Field Reference Tables for Calculating Kfs for Constant Head Permeameters

$59.00

Calculating Kfs by hand from the CHWP formulas takes time, above average math skills, and is prone to errors if you are not careful. The engineers at ETC have done the work so you don’t have to! Our convenient Quick Field Reference Tables customized for our permeameter and your auger will allow you to determine Kfs in less than 10 seconds!

Note: If you are purchasing an ETC Pask Permeameter Kit, you will receive a complete set of our standard Quick Field Reference Tables with the Kit. You do not need to purchase custom tables separately, unless you are using a different auger (well hole) diameter, or well height (H).

We can provide customized Quick Field Reference Tables based on alternative auger (well hole) diameters and alternative well heights (H). Simply provide us with your specifications and we will generate custom tables to suit your particular equipment. The tables come in printed, hard copy format and are enclosed in clear plastic page protectors.

SKU: DM-CUSTOM-QUICK-REF-TABLES-PASK. Categories: , . Tags: , , .

Product Description

When you purchase a complete ETC Pask Permeameter Kit, you will receive a set of convenient, standard Quick Field Reference Tables for the four major soil capillarity categories. Once your permeameter test is complete (the rate of fall has reached quasi-steady state), you should be able to determine the Kfs value in about 10 seconds or less using our Quick Field Reference Tables.

Our standard tables (that come with our Kit) were developed and apply specifically to the ETC Pask Permeameter and the auger sold with our kit. The standard tables do not apply to permeameters of different construction, manufactured by others, or having different reservoir dimensions or different well height (H) values. The standard tables should also not be used with augers which produce a well hole diameter different than the auger sold with our kit.

Our standard Quick Reference Tables are based on the single ponded height method of determining Kfs. Assumptions made in the development of our standard tables are:

  • Based on the dimensions of our ETC Pask Permeameter, with the upper reservoir constructed from special lightweight, durable, polycarbonate tubing (not heavy clear SCH40 PVC).
  • Air inlet hole 15cm from the bottom of the ETC Pask Permeameter, which will produce a constant well height (H) = 15 cm.
  • Use of our AMS Riverside (nominal) 2 ¾” auger, which typically produces a well hole with an approximate diameter of 8.3cm (3.25″).

If you have your own auger and it produces a different size well hole then you have a few different options to determine Kfs.

1. RECOMMENDED: Order a set of Custom Quick Field Reference Tables (ie. this product) based on your specific auger dimensions.

2. Use our handy Spreadsheet for Calculating Kfs which does all the calculations for you. Requires a spreadsheet application such as Microsoft Excel or Libre Office or Open office Calc.

3. Calculate Kfs from first principles using the CHWP formulas described by Reynolds (2008) and contained in our user guide. Example calculations are outlined below.

 

If you wish to purchase our customized Quick Reference Tables, simply provide us with the well hole diameter that is produced by your auger. This information should be emailed to admin@engtech.ca, or included as a note during the checkout process.

 

Example of calculating Kfs by hand from first principles (using single ponded height method):

The soil type as determined from examination of a test pit near to the permeability test location is a sandy loam with a weak blocky structure.

 Table 2.1: Texture – Structure Categories for Visual Estimation of a*

TEXTURE – STRUCTURE CATEGORY

Soil Capillarity Category

a*

(cm-1)

Coarse and gravelly sands; may also include some highly structured soils with large cracks and /or macropores.

Weak

0.36

Most structured and medium textured materials; including structured clayey and loamy soils, as well as unstructured medium single-grain sands. This category is generally the first choice for most soils.

Moderate

0.12

Porous materials that are both fine textured and massive; including unstructured clayey and silty soils, as well as very fine to fine structureless sandy materials.

Strong

0.04

Compacted, structureless, clayey materials such as landfill caps and liners, lacustrine or marine sediments.

Very Strong

0.01

Source: Adapted from Reynolds, W.D., (2008) and Reynolds et al (2015).

Based on a visual assessment of the soil capillarity category, from Table 2.1 (above) we select:

a* = 0.12 cm-1

From the field permeameter test, the quasi steady state rate of fall (R) was determined to be:

R = 0.20 cm/min

The completed well hole diameter is 8.3 cm.

For the ETC Pask Permeameter:

X = Reservoir cross sectional area = 53.46 cm2 (inside diameter is 8.25 cm)

H = Height of constant head in well=15 cm (from bottom of the cap to the air inlet hole)

For the AMS Riverside auger, the typical well hole diameter = 8.3 cm,  therefore a = 4.15 cm (well hole radius)

Calculating:

H/a = 15/4.15 = 3.61

Therefore, from the C Factor Chart, we can determine that:

C = 1.36 (for a* = 0.12 cm-1

Calculating:

Q = XR = 53.46 x 0.20 = 10.69 cm3/min

Calculate Kfs using Equation 1:

Kfs = CQ / [2pH2 +Cpa2 + (2pH/a*)]

Where formula constants are grouped and named as “A” and “B”:

A = 2pH2/C +pa2 B = 2pH/C

Therefore, to calculate the field saturated hydraulic conductivity:

Kfs = Q/(A + B/a*)

Calculating:

A = (2p152)/1.36 + p4.152 = 1093.60cm2

B = (2p15)/1.36 = 69.30cm2

Finally calculating:

Kfs = Q/(A + (B/a*)

Kfs = 10.69/(1093.60+69.30/0.12) cm/min

Kfs = 6.3 x 10-3 cm/min

Kfs = 1.1×10-6 m/sec

References:
Reynolds,W.D. and Galloway, K.A. and Radcliffe, D.E. 2015. The relationship between perc time and field-saturated hydraulic conductivity for cylindrical test holes. Proceedings of the Annual Conference of the National Onsite Wastewater Recycling Association, West Virginia Beach, West Virginia. November 2015.

Reynolds,W.D. 2008, Saturated Hydraulic Properties: Well Permeameter. In Carter, M.R. and Gregorich, E.G. (Eds.), Soil Sampling and Methods of Analysis (2nd ed.). Canadian Society of Soil Science. CRC Press, Boca Raton, FL., USA, pp. 1025-1042.

Additional Information

Weight 1 lbs
Dimensions 12 x 10 x 0.5 in

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