Title

Determining the Economic Response of Sodic Soils to Remediation by Gypsum, Elemental Sulfur and Versalime in Northeast North Dakota on Tiled Fields

(Research Report, Langdon REC, December 2021)
Summary

A research report from Langdon REC that evaluated the success of tiling on sodic or saline-sodic soils prior to starting salinity or sodicity remediation, the relationship between varying groundwater depths and resulting soil salt and sodicity levels, and the quality and suitability of water samples collected at the tile drainage lift station as well as upstream and downstream of the lift station for human and livestock health.

Lead Author
Lead Author:
Naeem Kalwar, NDSU Extension Soil Health Specialist
Availability
Availability:
Web only
Publication Sections

Introduction

Water spills out of a white pipe onto large rocks at the edge of a ditch
The NDSU Langdon Research Extension Center Groundwater Management Research Project Lift Station

Saline and sodic soils have been reported in North Dakota since the 1960s. NDSU Extension Bulletin No. 2 reported more than one million acres affected by high salt levels and more than two million acres, which had excessive levels of sodicity (Johnsgard, reprinted in 1974) in 1967. Another study estimated 5.8 million saline acres in North Dakota (Brennan and Ulmer, 2010). That is nearly 15% of the 39 million acres of cropland in North Dakota. Soil salinity and sodicity are a result of high salt and sodium (Na+) levels in the soil parent material and the underlying sodium-rich shale present in the bedrock below the soil sediments. Rising groundwater depths and capillary rise of soil water results in the accumulation of excessive soluble salts (salinity) and Na+ causing sodicity in the topsoil.

Saline soils will have excessive levels of soluble salts in the soil water, which are a combination of positively and negatively charged ions (for example, table salt; Na+Cl-). High levels of ions (positive and negative) from soluble salts restrict normal water uptake by plant roots, even when soils are visibly wet, resulting in drought-stressed plants (osmotic effect). 

Saline soils having higher levels of calcium (Ca2+)-based salts will have good structure. That happens as Ca2+ ions encourage aggregation of soil particles called flocculation (clumping together), resulting in well-defined pores facilitating optimum water movement through the soil profile depending upon texture. Calcium ions are able to flocculate soil particles together as they act like a bridge between them due to being divalent. In addition, as they have smaller hydrated ionic sizes, Ca2+ ions hold on to the negative charges of soil particles tighter, so the bond is strong. Magnesium (Mg2+) ions are also divalent so they can promote flocculation, however, due to their bigger hydrated ionic sizes, the bond between soil particles and resulting soil structure is not as strong as in case of calcium.

In contrast to saline soils, sodic soils are highly saturated with Na+ ions at the soil cation exchange sites (negative charges of clay and humus particles that attract positively charged chemical ions). High Na+ levels compared to Ca2+ in combination with low salt levels can promote “soil dispersion”, which is the opposite of flocculation (Seelig, 2000). Soil dispersion causes the breakdown of soil aggregates, resulting in poor soil structure (low “tilth” qualities).  Due to the poor soil structure, sodic soils have dense soil layers, resulting in very slow permeability of water through the soil profile. Due to poor soil structure, when wet, sodic soils will be gummy and may seem as if they have “no bottom” to them, and when dry, they can be very hard.

Note:

  • If Na+ is present as a salt, it will not cause dispersion as the positive charges of Na+ ions will be neutralized by the negatively charged chemical ions such as sulfates (SO42-) or chloride (Cl-).
  • However, due to the constant exchange of positively charged ions like Ca2+, Mg2+ and Na+ between soil water and the soil clay and humus particle negative charges, high levels of Na+ based salts in the soil water can result in sodicity as more negative charges will be saturated with Na+.
  • Clayey soils will infiltrate water slower than sandy soils, however, higher sodicity levels can drastically reduce the soil water infiltration irrespective of soil texture. A clayey soil without dispersion issues will infiltrate water much faster than the same clay soil having dispersion.

Objectives

Remediation of soil sodicity requires application of amendments that add Ca2+ to the soil followed by salinity remediation practices of establishing a good vegetative cover to reduce evaporation and lowering the groundwater depths to desirable levels by promptly draining the excess soil water under wet conditions. The newly added Ca2+ will displace Na+ from the clay and humus particles (cation exchange sites) and Na+ moves into soil water where it converts into a salt (Na2SO4) and leaches out with rain or irrigation water. Once that happens, a combination of Ca2+ with clay/humus promotes flocculation resulting in improved soil aggregation, structure and infiltration.

An effective way to lower groundwater depths is to install a field tile drainage system. Since tiles are generally three to four-feet below the surface, the ability of a tile drainage system to drain excess soil water in a timely manner greatly depends upon how fast water moves or infiltrates through the soil layers above the tiles. This is especially important, if soils are suspected of having dispersion. That will require sampling and analyzing potential areas for salts, Na+ causing sodicity (dispersion) and pH up to the deepest proposed depth of tiles in one-foot increments. Salinity and sodicity levels can be determined by sampling the areas in question and getting the samples and depths analyzed by a soil laboratory for Electrical Conductivity or EC (for salinity) and Sodium Adsorption Ratio or SAR (for sodicity) by using the “saturated paste extract” method. If sodicity is established, in order to calculate the rates of soil amendments, samples will also need to be analyzed for cation exchange capacity (CEC) by using “sodium saturation, ammonium extraction” method. In case of high Na+ levels causing sodicity, not adding Ca2+ can render tiling ineffective. For detailed information on sampling and testing soils for salts and sodicity, please refer to the NDSU Publication: SF-1809; “Soil Testing Unproductive Areas”. Another NDSU publication that provides detailed information regarding the suitability of soils for tiling is: SF-1617 (revised July 2020); “Evaluation of Soils for Suitability for Tile Drainage Performance.”

Challenges for landowners considering tiling could be:

  1. What if soil sodicity levels are high in the fields they would like to tile?
  2. In cases of high sodicity levels, what should they do first, tile or apply the amendments?

Due to the growing concerns of producers and landowners about the effects and effectiveness of tiling, the Langdon Research Extension Center (LREC) tiled a field that had excessive levels of sodicity and moderately high levels of soluble salts in July 2014. Layout included 12 research plots with three replications (Figure 1). In order to replicate field conditions, the project site was tiled prior to starting sodicity remediation. Remediation of the area was accomplished by applying soil amendments that are suitable and easily available to northeast North Dakota growers. Soil amendments were applied in July and August of 2015, one year after tiling.

A map the LREC Groundwater Management Research Project plots showing the location of wells, water control structures, and tiling, and the elevarion range of each plot.
Figure 1. Final layout of the Langdon Research Extension Center Groundwater Management Research Project having twelve research plots and three replications. Replication 1 is on the southeast and includes SE-1, SE-2, SE-3 and SE-4 plots, replication 2 is on the northeast and includes NE-1, NE-2, NE-3 and NE-4 plots and replication 3 includes NW-1, NW-2, NW-3 and NW-4 plots on the northwest. Treatments range from 101 to 104, 201 to 204 and 301 to 304. The red color X’s represent the seven and 1/2-foot deep observation wells and yellow boxes indicate the location of water control structures that are four-feet deep.

 The following objectives were set in order to achieve the research goals.

  • Evaluate success of tiling on sodic or saline-sodic soils prior to starting salinity or sodicity remediation?
  • Evaluate the relationship between varying groundwater depths and resulting soil salt and sodicity levels.
  • Evaluate the quality and suitability of water samples collected at the tile drainage lift station as well as upstream and downstream of the lift station for human and livestock health.

Trial Location and Site Description

This trial site is located at the NDSU Langdon Research Extension Center, Langdon, North Dakota. Prior to tiling in 2014, site was conventionally tilled, fertilized annually and annual crops like soybean, spring-wheat and canola were planted without much success. Site is also one of the lowest areas at the Research Extension Center, which results in shallow groundwater depths, salinity and sodicity. These effects were maximized due to the poor germination and growth of the annual crops.  As per the USDA Web Soil Survey, soil series is a mix of Cavour-Cresbard and Hamerly-Cresbard loams (Figure 2).

An aerial view of the trial plots around the Langdon REC. A diagonal line running roughly from north-northwest to south marks the line between Cavour-Cresbard loams to the west of the line and Hamerly-Cresbard loams to the east of the line.
Figure 2. USDA Web Soil Survey map of the Langdon Research Extension Center Groundwater Management Research Project before tiling the site along with the soil series descriptions.

TRIAL DESIGN AND PLOT SIZE

Trial design is randomized complete block design. Each plot is 325 X 80 feet (0.6 acre).

Methodology

Soil Textural Analysis

Right after tiling, soil textural analysis was performed for all research plots for 0-12, 12-24, 24-36 and 36-48 inch depths by using Hydrometer method (Dar, P.R. 1956 and 1965) in September 2014. This analysis was not repeated in the following years like chemical and physical properties as soil texture rarely changes except some catastrophic events such as extreme flooding or dust storms, which can bring new soil sediments and deposit them over the existing soil layers.

Soil Chemical Analysis

Three random four-foot deep soil cores were collected from each plot to complete representative soil samples in September 2014, right after tiling.  Using the same protocol, the site was sampled again in June 2016 (two years after tiling and one year after applying the amendments), in June 2017 (three years after tiling and two years after applying the amendments), in June of 2018 (four years after tiling and three years after applying the amendments), in June 2019 (five years after tiling and four years after applying the amendments) and in June 2020 (six years after tiling and five years after applying the amendments). Sampling depths were separated into 12-inch increments and each sampling activity included 48 soil samples (12 plots x 4 depths = 48 samples). All samples were analyzed for Electrical Conductivity (EC), Sodium Adsorption Ratio (SAR), pH, calcium carbonate equivalent (CCE), bicarbonates (HCO3-), chlorides (Cl-), sulfates (SO42-), soil water saturation percentage, calcium (Ca2+), magnesium (Mg2+), sodium (Na+), potassium (K+) and nitrate-nitrogen (NO3-N-) for zero to four-foot depths. Soil phosphorus (P) and organic matter percent (O.M.) were analyzed for the 0-12 inch and 12-24 inch depths. In addition, cation exchange capacity (CEC) was analyzed for the first foot. All of the soil tests were performed by the North Dakota State University Soil Testing Laboratory located in Fargo, ND by using the following methods:

  • Soil EC, SAR, pH, soil water saturation percent, Ca2+, Mg2+, Na+, K+, HCO3-, Cl- and SO42- were analyzed by using the Saturation Paste Extract method (Miller, R.O., Gavlak, R. and Horneck, D., 2013).
  • Soil CCE percent by using Pressure Calcimeter Principle method (Horvath, B., Opara-Nadi, O. and Beese, F., 2005).
  • Soil NO3-N- by using Transnitration of Salicyclic Acid method (Vendrell, P. and Zupancic, J., 1990).
  • Soil P by using Olsen or Sodium Bicarbonate method (North Central Regional Research Publication No. 221, page-6.5. Revised August, 2015).
  • Soil O.M. by using Loss-on-Ignition method (North Central Regional Research Publication No. 221, page-12.2 Revised August, 2015).
  • Soil CEC by using the Sodium Saturation, Ammonium Extraction method (Chapman, H.D., 1965).
Soil Physical Analysis

Eighteen-inch deep soil compaction measurements were measured in one-inch increments with the Field Scout SC 900 meter penetrometer in 2015, 2016, 2017, 2018, 2019 and 2020. At the time of penetrometer measurements, gravimetric water content was also measured for the eighteen-inch depths in six-inch increments. Soil bulk density was measured for the top ten-inch depths in five-inch increments by taking undisturbed soil cores using a Humboldt Density Sampler in 2015, 2016, 2017, 2018, 2019 and 2020. At the time of bulk density sampling, gravimetric water content was also measured for the 0-5 inch and 5-10 inch soil depths.

Weather Data

Considering the significant effects of annual precipitation, growing-season rainfall and evapotranspiration on soil groundwater depths and capillary rise of soil water, weather data was also taken into consideration. Annual potential evapotranspiration (Penman), actual rainfall and normal rainfall numbers from May 1 to October 31 were recorded by using North Dakota Agricultural Weather Network (NDAWN) Langdon Station data. Annual precipitation numbers were taken from the data recorded by the National Weather Service Langdon Station.

Weekly Groundwater Depth Measurements

Seven and ½-foot deep observation wells were installed in each treatment (research plot) in May 2015. In 2015, weekly groundwater depths were measured from June to October on a weekly basis, whereas, in 2016, 2017, 2018, 2019 and 2020 groundwater depths were measured on a weekly basis from May to October by using a Solinst TLC 107 Meter.

Water Sample Analysis

Water samples were collected from the tile drainage lift station as well as upstream and downstream of the lift station from the surface water drainage ditch in which tile drainage water was draining, in November of 2015, May, July and September of 2016, May and August of 2017, June 2018 and August, September of 2019 and July of 2020. These samples were analyzed by the ND Department of Health for Group 2 complete mineral chemistry, Group 7 trace metals and Group 30 nutrients.

Treatments and Replications

Soil amendment rates were calculated to bring the SAR (SAR-final) numbers to an acceptable level of 3 in the first-foot. This was done by deducting three from the actual SAR numbers (SAR-initial). SAR-final values were converted into Exchangeable Sodium Percentage (ESP) by using the formula below:

ESP = (100-0.0126+0.01475*SAR)(1+-0.0126+0.01475*SAR)

(USDA Handbook No. 60, Page-26).

ESP and cation exchange capacity (CEC) values of the 1st foot were used to calculate the milliequivalent of exchangeable Na/100 grams of soil by using the following formula:

Exchangeable Na Meq per 100 grams of soil=CEC*Ex.Na%100

(USDA Handbook No. 60, P-49).

The milliequivalent of exchangeable Na/100 grams of soil numbers were then multiplied by 1.7 to get tons of 100% pure gypsum/acre foot.

For each ton of 100% pure gypsum, 0.19 ton of 100% pure elemental sulfur was applied (O’Geen, 2015). Considering the very low solubility of Versalime (locally known as beetlime), for each ton of 100% pure gypsum, three tons of VersaLime were applied. Differences in amendment purities were compensated by using the following formula:

100purity%*tons equivalent to 1 ton of pure gypsum

(Hanson, 1993).

Following were the final treatments that were applied in three replications.

  1. Control.
  2. Full rate of 99.5% pure gypsum to lower soil SAR-final levels to 3.
  3. Full rate of VersaLime (spent beetlime) to lower the soil SAR-final levels to 3.
  4. Full rate of 90% pure elemental sulfur (S°) to lower the soil SAR-final levels to 3.

Details of the final amendment rates applied to each treatment and replication are in Table 1.

 

Table 1. Details of amendment rates for each treatment.

Treatments and Replications

99.5% Gypsum
tons/plot

90% Elemental Sulfur
tons/plot

VersaLime
tons/plot

R1T1 (101)

0

0

0

R1T2 (102)

4.47

0

0

R1T3 (103)

0

0

8.74

R1T4 (104)

0

2.10

0

R2T1 (201)

0

0

0

R2T2 (202)

7.25

0

0

R2T3 (203)

0

0

30.45

R2T4 (204)

0

0.61

0

R3T1 (301)

0

0

0

R3T2 (302)

10.67

0

0

R3T3 (303)

0

0

22.93

R3T4 (304)

0

2.16

0

Total

22.40

4.87

62.14

Note:

  • Rates of 99.5% pure gypsum and 90% pure E-sulfur amendments were adjusted comparable to 100% pure sources.
  • Gypsum and elemental sulfur were applied on June 29th, 2015, whereas, VersaLime was applied on July 23rd, 2015. After spreading, amendment treated plots were rototilled to incorporate amendments into the soil three to four inches deep. Control plots were also rototilled for uniformity purposes. Rototilling was done to uniformly mix the amendments with the soil to achieve optimum reaction between amendments and soil particles.
  • Control structures of all of the treatments were fully opened right after the incorporation of the amendments in order to allow for free drainage and achieve maximum leaching conditions.
  • Right after applying soil amendments, an equal mix of tall, slender, intermediate and green (AC Saltlander) wheatgrasses and Russian Wildrye were hand broadcasted and harrowed in on August 28th, 2015 at the rate of 7 lbs/acre on all treatments. That was done to minimize the evaporation. This perennial vegetative cover has been mowed three to four times a year since 2016.

Results and Discussion

Changes in the Annual and Growing-Season Weather

Changes in soil chemical, physical and biological properties are greatly influenced by the fluctuations in the weather such as growing-season evapotranspiration and rainfall and annual precipitation (Figure 3).

See Data Table below chart
Figure 3. Annual growing-season potential evapotranspiration (Penman), actual rainfall and normal rainfall in inches measured from May 1 to October 31 and annual precipitation measured from January 1 to December 31.

These changes affect air-to-water ratio in soil pores, how much water is available to plants versus free (gravitational) water, groundwater depths and capillary rise/movement of soil water just to name a few. However, considering the main objectives of the research trial, this report will focus the effects of changes in weather on groundwater depths and capillary rise/movement of soil water.

 

A wider gap between growing-season evapotranspiration and actual rainfall means increased capillary rise of soil water and less leaching of soluble salts. A narrower gap between them could result in shallower groundwater depths, however, under good soil water infiltration and improved drainage, excess salts can be moved out of the topsoil or affected fields. In addition, a narrower gap between growing-season evapotranspiration and actual rainfall will result in reduced capillary rise of soil water (wicking up). In 2016, the gap between evapotranspiration and rainfall was narrow, site was tiled and the soil water infiltration was still decent as higher levels of soluble salts were neutralizing the dispersion caused by sodicity. That resulted in the highest decrease in soil salt levels since the site has been tiled in 2014. In 2017, there was an increase in soil salt levels compared to 2016, which could be due to increased capillary rise of soil water due to a wider gap between annual evapotranspiration and actual rainfall despite tiled-land. That trend continued in 2018, 2019 and 2020.

Since annual precipitation includes snow along with other forms of water (liquid or solid), it is important to note that not all snow will turn into liquid water after melting. Depending upon how dry or wet snow is, there is a wide range for calculating how many inches of snow will actually melt into one inch of water.

Figure 4 below has the average annual growing-season groundwater depth means for replications and treatments for 2015, 2016, 2017, 2018, 2019 and 2020. The means of groundwater depths represent actual annual measurements of groundwater depths measured from May 1 to October 31 on a weekly basis.

See Data Table below chart
Figure 4. Annual means of average growing-season groundwater depths for replications and treatments in feet.

Note: In 2015, groundwater depths were only measured from mid-June to end of October.

The 2016 groundwater depths were shallower than the depths in 2015, 2017, 2018, 2019 and 2020, whereas, the 2018 groundwater depths were the deepest versus rest of the years. Replication 3 had significantly shallower annual groundwater depths compared to replication 1 and 2 during all years.

These fluctuations in the groundwater depths are also reflective of a very wet 2016 versus drier weather in 2017, 2019, 2018 and 2020. In 2019, weather was dry until July 30th. From July 31st, it started getting wet. The NDSU Langdon Research Extension Center, NDAWN Station recorded 5.88 inches of rainfall versus a normal of 9.71 inches from May 1st to July 30th of 2019. The Total Potential Evapotranspiration (Penman) for the same period was 21.44 inches. Same station recorded 9.74 inches of rain versus a normal of 4.76 inches from July 31st to October 5th, 2019. The Total Potential Evapotranspiration (Penman) for the same period was 9.04 inches. On July 31st, 0.77 inch was recorded and in August of 2019, 2.48 inches of rain were recorded versus a normal of 2.57 inches. September 2019 was the wettest month of the year and 5.87 inches of rain were recorded versus a normal of 1.81 inches. Overall, most of the early growing-season was dry, whereas, fall was very wet, which also created serious harvest issues.

Soil Textural Analysis Results

Soil textural analysis results are shown in Table 2. Based on the results in Table 2, all of the samples either had clay or clay loam texture except 0-12 inch depth of R1T1 sample. Details of the sand, silt, clay percent and the textural class of each treatment (plot) and depth are in Table 2.

Treatments and Replications

Depths (inches)

Sand (%)

Silt (%)

Clay (%)

Soil Texture

R1T1 (101)

0-12

14

40

46

Silty Clay

R1T1 (101)

12-24

12

38

56

Clay

R1T1 (101)

24-36

16

36

48

Clay

R1T1 (101)

36-48

27

39

34

Clay Loam

R1T2 (102)

0-12

18

34

48

Clay

R1T2 (102)

12-24

17

33

50

Clay

R1T2 (102)

24-36

25

31

44

Clay

R1T2 (102)

36-48

40

28

32

Clay Loam

R1T3 (103)

0-12

20

38

42

Clay

R1T3 (103)

12-24

24

30

46

Clay

R1T3 (103)

24-36

27

31

42

Clay

R1T3 (103)

36-48

32

32

36

Clay Loam

R1T4 (104)

0-12

24

32

44

Clay

R1T4 (104)

12-24

26

24

50

Clay

R1T4 (104)

24-36

32

30

38

Clay Loam

R1T4 (104)

36-48”

41

29

30

Clay Loam

R2T1 (201)

0-12

26

33

41

Clay

R2T1 (201)

12-24

20

34

46

Clay

R2T1 (201)

24-36

33

29

38

Clay Loam

R2T1 (201)

36-48

36

29

35

Clay Loam

R2T2 (202)

0-12

26

34

40

Clay Loam

R2T2 (202)

12-24

24

27

49

Clay

R2T2 (202)

24-36

23

34

43

Clay

R2T2 (202)

36-48

40

30

30

Clay Loam

R2T3 (203)

0-12

26

34

40

Clay Loam

R2T3 (203)

12-24

28

26

46

Clay

R2T3 (203)

24-36

20

36

44

Clay

R2T3 (203)

36-48

28

36

36

Clay Loam

R2T4 (204)

0-12

24

34

42

Clay

R2T4 (204)

12-24

24

31

45

Clay

R2T4 (204)

24-36

34

30

36

Clay Loam

R2T4 (204)

36-48

38

34

28

Clay Loam

R3T1 (301)

0-12

26

36

38

Clay Loam

R3T1 (301)

12-24

23

31

46

Clay

R3T1 (301)

24-36

28

32

40

Clay Loam

R3T1 (301)

36-48

45

27

28

Clay Loam

R3T2 (302)

0-12

20

36

44

Clay

R3T2 (302)

12-24

20

32

48

Clay

R3T2 (302)

24-36

24

28

48

Clay

R3T2 (302)

36-48

24

31

45

Clay

R3T3 (303)

0-12

18

38

44

Clay

R3T3 (303)

12-24

14

29

57

Clay

R3T3 (303)

24-36

21

37

42

Clay

R3T3 (303)

36-48

24

33

43

Clay

R3T4 (304)

0-12

26

38

36

Clay Loam

R3T4 (304)

12-24

20

32

48

Clay

R3T4 (304)

24-36

23

27

50

Clay

R3T4 (304)

36-48

20

39

41

Clay

Changes in Soil Chemical and Physical Properties

The findings below are based on the statistical analysis of the soil chemical properties analyzed in 2014, 2016, 2017, 2018 and 2019 and soil physical properties measured in 2015, 2016, 2017, 2018 and 2019. That was done to compare the differences in soil chemical properties due to the effects of treatments (soil amendments). In addition, effects of annual growing-season rainfall and potential evapotranspiration (Penman) and resulting average annual growing-season groundwater depths measured during May to October on a weekly basis were noted for any change in the soil chemical properties. For the soil physical properties, differences were compared due to the effects of treatments (soil amendments) and the available soil moisture levels measured as the gravimetric soil water content at the time of bulk density sampling or penetrometer resistance measurements. For both comparisons, SAS package 9.4 was used at 95% confidence interval. The treatment means of EC, SAR, pH, NO3-N, soil water saturation, CCE, HCO3-, Cl-, SO42-, Ca2+, Mg2+, Na+, and K+ represent annual results of three replications for the zero to four-foot depths. The treatment means of P and O.M. represent annual results of three replications for zero to two-foot depths, whereas, the treatment means of CEC represent annual results of three replications for zero to one-foot depths. The treatment means of soil bulk density represent annual results of three replications for zero to ten-inch depths. The treatment means of soil penetrometer resistance represent annual results of three replications for zero to eighteen-inch depths. The treatment means of groundwater depths represent annual results of three replications measured for zero to seven and a half-foot depths.

Soil Chemical Analysis Results at the Time of Tiling (2014)

At the time of tiling in 2014, all treatments (plots) had moderately high EC levels with control treatments having the lowest levels (mean = 7.39 dS/m) and gypsum treatments having the highest levels (mean = 9.58 dS/m). The soil SAR levels in all of the treatments were high to very high with control treatments having the lowest levels (mean = 12.58) and gypsum treatments having the highest levels (mean = 18.36). Soil pH of all treatments were close to neutral. Soil NO3--N and P levels were medium, whereas O.M. levels were moderately high in all treatments. Soil CEC and saturation % were in the higher range in all treatments. Among anions, SO42- levels were very high followed by HCO3- and Cl-. The CCE % levels also remained high. For major cations, Na+ levels remained the highest followed by Ca2+, Mg2+ and K+. Details are in Table 3.

 

Table 3. The treatment means of the soil chemical properties at the time of tiling (2014) and before the application of soil amendments.
Soil Property Control Mean Gypsum Mean VersaLime Mean E-Sulfur Mean

EC (dS/m)

7.39

9.58

9.19

8.91

SAR

12.58

18.36

16.33

16.58

pH

7.05

7.04

7.14

6.94

NO3--N (pounds/acre)

33.16

33.83

26.00

34.66

P (ppm)

13.50

12.33

14.00

13.50

O.M. (%)

3.61

3.73

3.55

3.25

CEC (meq/100 g of soil)

42.70

47.20

44.93

39.96

Soil Water Saturation (%)

69.41

79.77

80.26

69.90

CCE (%)

7.25

8.90

9.35

9.75

HCO3- (mg/L)

105.97

110.64

104.44

103.93

Cl- (mg/L)

123.30

88.71

89.62

67.76

SO42- (mg/L)

4398.51

5439.34

5476.92

5622.24

Ca2+ (mg/L)

508.58

422.41

529.08

578.25

Mg2+ (mg/L)

189.25

215.08

218.91

209.33

Na+ (mg/L)

1280.00

1807.50

1694.16

1710.83

K+ (mg/L)

6.75

6.83

6.75

7.16

Changes in Soil Chemical Properties

Differences in Soil Electrical Conductivity (EC) Levels

Statistically, there were significant differences in the annual soil EC (dS/m) levels in replications, treatments and soil depths (Figure 5).

See Data Table below chart
Figure 5. Annual soil EC (dS/m) means for replications, treatments and soil depths.

At the time of tiling in 2014, replication 2 had significantly higher EC levels compared to replications 1 and 3. Overall, EC levels in all three replications remained high in 2014 versus rest of the years, whereas, 2016 EC levels were the lowest in all replications versus the EC levels during 2014, 2017, 2018, 2019 and 2020.

In 2014, Gypsum and VersaLime treatments had significantly higher EC levels compared to control, which also had numerically lower EC levels compared to E-Sulfur treatment. Except gypsum and VersaLime treatments in 2016, EC levels in control treatment decreased significantly in 2016 versus EC levels in E-sulfur treatment in 2016 and all of the treatments in 2014, 2017, 2018, 2019 and 2020. In addition, gypsum and VersaLime treatments in 2016 had significantly lower EC levels compared to rest of the annual treatments except control treatment in 2017, 2018, 2019 and 2020 and E-sulfur treatment in 2016. Overall, EC levels in all treatments were high in 2014 and low in 2016. Despite decrease in 2016, EC levels increased back in 2017 and that trend continued in 2018, 2019 and 2020 due to drier weather and resulting capillary rise (wicking up) of soil water.  

In 2014, 0-12 inch soil depth had the highest EC levels followed by 12-24, 36-48 and 24-36 inch depths. However, this trend was not consistent in 2016, 2017, 2018, 2019 and 2020 and EC levels fluctuated for soil depths. In 2016 and 2017, highest EC levels were observed in 12-24 inch depth followed by 24-36, 0-12 and 36-48 inch depths. In 2018 and 2019, 12-24 inch depth had the highest EC levels followed by 24-36, 36-48 and 0-12 inch depths. Whereas, in 2020, 24-36 inch depth had the highest EC levels followed by 12-24, 36-48 and 0-12 inch depths. Overall, like replications and treatments, EC levels in all soil depths in 2014 were higher than rest of the years, whereas, 2016 EC levels were the lowest for all soil depths.

In addition, there were some interesting effects of annual growing-season rainfall and total potential evapotranspiration (Penman) on resulting average annual growing-season groundwater depths and capillary water rise/movement on soil EC levels. (Table 3).

The 2016 EC levels were lower than the EC levels in 2014, 2017, 2018, 2019 and 2020 because of the highest annual growing-season rainfall (23.11 inches) under shallowest average annual growing-season groundwater depths (Figure 4). The average annual growing-season groundwater depths lowered in 2017, 2018 and 2020 compared to 2016 due to the drier weather, which also resulted in increased capillary rise of soil water and higher EC levels. The lower groundwater depth trend continued in 2019 during early part of the growing-season. However, weather started getting wet later in the season and 5.87 inches of rain was recorded during September versus a normal of 1.81 inches. Overall, 9.74 inches of rain was recorded between July 31st and October 5th versus a normal of 4.76 inches.

Overall, EC  levels remained the highest in 2014 followed by 2017, 2018, 2019, 2020 and 2016, replication 2 had the highest EC  levels followed by replications 1 and 3, VersaLime treatment had the highest levels followed by gypsum, E-sulfur and control treatments and 12-24 inch soil depth had the highest EC  levels followed by 24-36 inch, 36-48 inch and 0-12 inch depths.

Differences in Soil Sodium Adsorption Ratio (SAR) Levels

Statistically, there were significant differences in the annual soil SAR (sodicity) levels in treatments and soil depths (Figure 6).

See Data Table below chart
Figure 6. Annual soil SAR means for replications, treatments and soil depths.

At the time of tiling (2014), gypsum treatment had significantly higher SAR levels versus control treatment. In addition, gypsum treatment in 2016 and 2018 had significantly higher SAR levels versus control treatment in 2014, 2016, 2017 and 2019, VersaLime treatment in 2014, 2016 and 2020 and E-sulfur treatment in 2014 and 2017. Whereas, control treatment in 2016 and 2017 had significantly lower SAR levels versus rest of the treatments in all years except control in 2014, VersaLime in 2016 and E-sulfur in 2017.

Except 2014 (at time of tiling), there was a consistent trend in SAR levels for soil depths in rest of the years and highest SAR levels were observed in 36-48 followed by 24-36, 12-24 and 0-12 inch depths. That means SAR levels increased with soil depth in 2016, 2017, 2018, 2019 and 2020.                    

Unlike soil EC, there were no noticeable effects of annual growing-season rainfall and potential evapotranspiration (Penman) on resulting average annual growing-season groundwater depths and capillary water rise/movement on soil SAR levels.

Overall, highest SAR levels were recorded in 2018 followed by 2020, 2019, 2016, 2014 and 2017, replication 2 had the highest SAR levels followed by replications 3 and 1, gypsum treatment had the highest levels followed by E-sulfur, VersaLime and control treatments and 36-48 inch soil depth had the highest SAR levels followed by 24-36 inch, 12-24 inch and 0-12 inch depths.

Differences in Soil pH Levels

Statistically, there were significant differences in the annual soil pH levels in replications, treatments and soil depths (Figure 7).

See Data Table below chart
Figure 7. Annual soil pH means for replications, treatments and soil depths.

At the time of tiling (2014) all of the replications had lower pH levels versus the pH levels in 2016, 2017, 2018, 2019 and 2020. The lower soil pH levels in 2014 can be attributed to the lower soil moisture levels at the time of sampling (September 2014) compared to rest of the years when samples were taken in June.

Similarly, 2014 pH levels of all treatments were lower versus rest of the years in all treatments. Again, that could be attributed to the lower soil moisture levels at the time of sampling (September 2014) compared to rest of the years.

There was identical trend in soil pH levels for soil depths like SAR. Except 2014 (at time of tiling), highest pH levels were observed in 36-48 inch soil depth followed by 24-36, 12-24 and 0-12 inch depths in rest of the years. That means pH levels increased with soil depth in 2016, 2017, 2018, 2019 and 2020. Increase in pH with soil depth was due to the increase in soil moisture levels. Since soil moisture levels had a prominent effect on soil pH, annual growing-season rainfall and potential evapotranspiration (Penman) and resulting groundwater depths and capillary water movement also had an effect on soil pH.  

Overall, pH levels remained the highest in 2018 followed by 2019, 2017, 2016, 2020 and 2014 and replication 3 had the highest pH levels followed by replications 2 and 1. That is interesting as generally, replication 3 has the shallowest average annual growing-season groundwater depths followed by replications 2 and 1 every year. The VersaLime and gypsum treatments had the highest pH levels followed by control and E-sulfur treatments and 36-48 inch soil depth had the highest pH levels followed by 24-36 inch, 12-24 inch and 0-12 inch depths.

Differences in Soil Nitrate-Nitrogen (NO3N) Levels

Statistically, there were significant differences in the annual soil NO3--N (pounds/acre) levels in replications, treatments and soil depths (Figure 8).

See Data Table below chart
Figure 8. Annual soil NO3--N (pounds/acre) means for replications, treatments and soil depths.

The 2014 (at the time of tiling) soil NO3--N levels in replications 3 and 2 were significantly higher than replication 1 in 2014 and all of the replications in 2016, 2017, 2018, 2019 and 2020. In addition, replication 1 in 2014 had significantly higher NO3--N levels versus rest of replications in other years except replications 3 and 2 in 2014 and replications 1 and 2 in 2016.

The 2014 soil NO3--N levels in E-sulfur, gypsum and control treatments were significantly higher than the levels in all four treatments in rest of the years. In addition, VersaLime treatment in 2014 had significantly higher NO3--N levels versus rest of the treatments in 2016, 2017, 2018, 2019 and 2020 except NO3--N levels in E-sulfur, gypsum and control treatments in 2014 and E-sulfur treatment in 2016.

At the time of tiling (2014), 0-12 inch soil depth had significantly higher NO3--N levels versus 12-24, 24-36 and 36-48 inch depths in 2014 and all of the depths in rest of the years. In addition, 12-24 inch depth in 2014 had significantly higher NO3--N levels versus all depths in rest of the years except 0-12 inch depth in 2014 and 0-12 and 12-24 inch depths in 2016.

Higher NO3--N levels prior to tiling (2014), could be due to the annual fertilization this site received at the time of planting. In addition, a steady decline in soil NO3--N levels may also be due to leaching, removal by the perennial grass mix and no application since 2014. Since NO3--N is very susceptible to leaching, annual growing-season rainfall and resulting average annual growing-season groundwater depths may also have prominent effects on NO3--N levels.

Overall, NO3--N levels remained the highest in 2014 followed by 2016, 2017, 2020, 2019 and 2018, replication 2 had the highest NO3--N levels followed by replications 3 and 1, E-sulfur treatment had the highest levels followed by control, gypsum and VersaLime treatments and 0-12 inch soil depth had the highest NO3--N levels followed by 12-24 inch, 24-36 inch and 36-48 inch depths.

Differences in Soil Phosphorous (P) Levels

Differences in soil P (ppm) levels are shown in Figure 9. Statistically, there were significant differences in the annual soil P (ppm) levels in soil depths only. 

The 0-12 inch soil depth had significantly higher P levels versus 12-24 inch depth in all years.  In addition, 0-12 inch depth in 2016 had significantly higher P levels versus 0-12 inch depth in 2018, 2019 and 2020.

Overall, P levels remained the highest in 2014 followed by 2016, 2017, 2018, 2019 and 2020, replication 3 had the highest P levels followed by replications 2 and 1, VersaLime treatment had the highest levels followed by control, gypsum and E-sulfur treatments and 0-12 inch soil depth had the highest P levels followed by 12-24 inch depth.

It is also important to note that like nitrogen, no phosphate fertilizer has been applied to the site since 2014. Before 2014, site was planted with annual crops and commercial fertilizers were applied annually. That is evident from a steady decline in soil P levels every year.

See Data Table below chart
Figure 9. Annual soil P (ppm) means for replications, treatments and soil depths.
Differences in Soil Organic Matter Percent (SOM) Levels

Soil organic matter (%) levels are shown in Figure 10. Statistically, there were significant differences in the annual O.M. levels in replications and soil depths.

In 2016, replication 1 had significantly higher O.M. levels versus replications 1, 2 and 3 in 2017, 2019 and 2020. In addition, replication 1 in 2018 had significantly higher O.M. levels versus replication 1 in 2017 and 2019 and replications 2 and 3 in 2017, 2019 and 2020.

The 0-12 inch soil depth had significantly higher O.M. levels than the 12-24 inch depth in all years. There were also some significant differences in the annual O.M. levels within the 0-12 inch depth. The O.M. levels in 2016 and 2018 in 0-12 inch soil depth were significantly higher than the levels in 0-12 inch depth in 2014, 2017, 2019 and 2020. In addition, 2014 O.M. levels in 0-12 inch soil depth were significantly higher than the levels in the same depth in 2017, 2019 and 2020. The 12-24 inch depth had significantly higher O.M. levels in 2014, 2016 and 2018 versus 2017, 2019 and 2020 for the same depth. In addition, 2019 and 2020 O.M. levels in 12-24 inch depth were significantly higher than the levels in 12-24 inch depth in 2017.

Overall, O.M. levels remained the highest in 2014, 2016 and 2018 followed by 2019, 2020 and 2017, all replications and treatments had roughly the same O.M. levels and 0-12 inch soil depth had the highest O.M. levels followed by 12-24 inch depth.

See Data Table below chart
Figure 10. Annual soil O.M. (%) means for replications, treatments and soil depths.
Differences in Soil Cation Exchange Capacity (CEC) Levels

Soil cation exchange capacity (meq/100 g of soil) levels are shown in Figure 11. Statistically, there were significant differences in the annual soil CEC levels in replications, treatments and in the 0-12 inch soil depth.

Replication 3 in 2014 had significantly higher CEC levels versus replication 1 in 2016, 2017, 2019 and 2020, replication 2 in 2019 and 2020 and replication 3 in 2018, 2019 and 2020. In addition, replication 2 in 2014 had significantly higher CEC levels versus replication 1 in 2016, 2017 and 2020, replications 2 and 3 in 2019 and 2020, whereas, replication 1 in 2014 had significantly higher CEC levels versus replication 1 in 2017 and 2020, replication 2 in 2019 and 2020 and replication 3 in 2020.

The gypsum treatment CEC level in 2014 were significantly higher than the levels in control treatment in 2016, 2018, 2019 and 2020, gypsum treatment in 2019 and 2020, VersaLime treatment in 2016, 2017, 2019 and 2020 and E-sulfur treatment in 2017, 2019 and 2020. In addition, VersaLime treatment in 2014 had significantly higher CEC levels versus control treatment in 2016, 2019 and 2020, gypsum treatment in 2020, VersaLime treatment in 2016 and E-sulfur treatment in 2019 and 2020.

The 0-12 inch soil depth in 2014 had significantly higher CEC levels versus CEC levels in 2016, 2017, 2019 and 2020. In addition, 2018 CEC levels were significantly higher than the levels in 2019 and 2020.

Overall, CEC levels remained the highest in 2014 followed by 2018, 2016, 2017, 2019 and 2020, replication 3 had the highest CEC levels followed by replications 2 and 1 and VersaLime treatment had the highest levels followed by gypsum, E-sulfur and control treatments.

See Data Table below chart
Figure 11. Annual soil CEC (meq/100 g of soil) means for replications, treatments and soil depths.
Differences in Soil Water Saturation Percent Levels

Soil water saturation (%) levels are shown in Figure 12. Statistically, there were significant differences in the annual soil water saturation levels in replications, treatments and soil depths.

Replication 1 in 2018 had significantly higher soil water saturation levels versus replication 1 in 2014, 2017, 2019 and 2020, replication 2 in all years and replication 3 in 2016 and 2020. In addition, replication 3 in 2014 had significantly higher soil water saturation levels versus replication 1 in 2014, 2017, 2019 and 2020, replication 2 in 2014, 2016, 2017, 2019 and 2020 and replication 3 in 2016 and 2020, whereas, soil water saturation levels were significantly higher in replication 3 in 2018 versus replication 1 in 2014, 2017, 2019 and 2020, replication 2 in 2014, 2016, 2019 and 2020 and replication 3 in 2016 and 2020.

The soil water saturation levels in gypsum treatment in 2018 were significantly higher than the levels in control, E-sulfur and VersaLime treatments in 2018 and all four treatments in 2014, 2016, 2017, 2019 and 2020. In addition, gypsum treatment in 2017 had significantly higher soil water saturation levels than control treatment in all years, gypsum and VersaLime treatments in 2019 and 2020 and E-sulfur treatment in 2014, 2017 and 2020.

The 24-36 inch soil depth in 2018 had significantly higher soil water saturation levels than the levels in 0-12 inch depth in 2014, 2016, 2018, 2019 and 2020, 12-24 and 24-36 inch depths in 2016, 2017, 2019 and 2020 and 36-48 inch depth in 2014, 2016, 2017, 2019 and 2020. In addition 36-48 inch depth in 2018 had significantly higher levels versus the levels in 0-12 inch depth in 2014, 2016, 2019 and 2020, 12-24 inch depth in 2017, 2019 and 2020, 24-36 inch depth in 2016, 2019 and 2020 and 36-48 inch depth in 2014, 2016, 2017, 2019 and 2020.

Overall, soil water saturation levels remained the highest in 2018 followed by 2014 and 2017, 2016, 2019 and 2020, replication 3 had the highest saturation levels followed by replications 1 and 2, gypsum treatment had the highest levels followed by VersaLime, E-sulfur and control treatments and 24-36 inch soil depth had the highest soil water saturation levels followed by 0-12 and 12-24 inch, 36-48 inch depths.

See Data Table below chart
Figure 12. Annual soil saturation (%) means for replications, treatments and soil depths.
Differences in Soil Calcium Carbonate Equivalent Percent (CCE) Levels

Soil calcium carbonate equivalent (%) levels are shown in Figure 13. Statistically, there were significant differences in the annual soil CCE levels in soil depths.

The soil calcium carbonate equivalent levels in the 0-12 inch depth in all years remained significantly lower than the levels in rest of the soil depths. In addition, 24-36 inch soil depth in 2017 had significantly higher CCE levels versus rest of the depth in all years except 24-36 inch depth in 2014, 2016, 2018 and 2020. Numerically, 24-36 inch soil depth had the highest CCE levels versus all depths in all years.

Overall, soil calcium carbonate equivalent remained the highest in 2020 followed by 2014, 2016, 2017, 2018 and 2020, replications 2 and 3 had the highest CCE levels followed by replication 1, all treatments roughly had similar CCE levels and 24-36 inch soil depth had the highest CCE levels followed by 36-48 inch, 12-24 inch and 0-12 inch soil depths.

See Data Table below chart
Figure 13. Annual soil CCE (%) means for replications, treatments and soil depths.
Differences in Soil Bicarbonate (HCO3-) Levels

Soil bicarbonate (mg/L) levels are shown in Figure 14. Statistically, there were significant differences in the annual HCO3- levels in replications and soil depths.

Replication 2 in 2020 and replication 3 in 2017 had significantly higher soil HCO3- levels versus replication 1 in 2014 and 2018, replication 2 in 2014, 2016, 2018 and 2019 and replication 3 in 2018 and 2019. In addition, replication 1 in 2019 had significantly higher HCO3- levels versus replication 1 in 2014 and 2018, replication 2 in 2014, 2018 and 2019 and replication 3 in 2018 and 2019.

The 0-12 inch soil depth in 2020 had significantly higher soil HCO3- levels versus rest of the depths in all years except 0-12 inch depth in 2017. In addition, 0-12 inch depth in 2017 had significantly higher soil HCO3- levels versus all depths in all years except 0-12 inch depth in 2017, 2018, 2019 and 2020.

Overall, soil HCO3- levels remained the highest in 2020 followed by 2017, 2019, 2016, 2014 and 2018, replication 3 had the highest HCO3- levels followed by replications 1 and 2, control treatment had the highest levels followed by VersaLime, gypsum, and E-sulfur treatments and 0-12 inch soil depth had the highest HCO3- levels followed by 36-48 inch, 12-24 inch and 24-36 inch depths.

See Data Table below chart
Figure 14. Annual soil HCO3- (mg/L) means for replications, treatments and soil depths.
Differences in Soil Chloride (Cl-) Levels

Soil chloride (mg/L) levels are shown in Figure 15. Statistically, there were significant differences in the annual Cl- levels in replications, treatments and soil depths.

Replication 2 in 2014 and 2018 and replication 3 in 2018 had significantly higher soil Cl- levels than all of the replications in all years. In addition, replication 2 in 2016 had significantly higher Cl- levels than replication 1 in 2016, 2017, 2019 and 2020 and replication 3 in 2017 and 2020.

The control treatment in 2018 had significantly higher soil Cl- levels versus all of the treatments in all years except all four treatments in 2018 and control treatment in in 2014. In addition, E-sulfur treatment in 2018 had significantly higher soil Cl- levels versus E-sulfur treatment in 2014, control, E-sulfur and gypsum treatments in 2016 and all four treatments in 2017, 2019 and 2020.

The 0-12 soil depth in 2014 and 24-36 inch depth in 2018 had significantly higher soil Cl- levels versus all of the depths in all years except 0-12 and 36-48 inch depths in 2018. In addition, 0-12 and 36-48 inch depths in 2018 had significantly higher soil Cl- levels compared to 0-12 inch depth in 2016, 2017, 2019 and 2020 and 12-24, 24-36 and 36-48 inch depths in 2014, 2016, 2017, 2019 and 2020.

Overall, Cl- levels remained the highest in 2018 followed by 2014, 2016, 2019, 2017 and 2020, replication 2 had the highest Cl- levels followed by replications 3 and 1, control treatment had the highest levels followed by VersaLime, E-sulfur and gypsum treatments and 0-12 inch soil depth had the highest Cl- levels followed by 36-48, 24-36 inch and 12-24 inch depths.

See Data Table below chart
Figure 15. Annual soil Cl- (mg/L) means for replications, treatments and soil depths.
Differences in Soil Sulfate (SO42-) Levels

Soil sulfate (mg/L) levels are shown in Figure 16. Statistically, there were significant differences in the annual SO42- levels in replications and treatments.

Replication 2 in 2014 had significantly higher SO42- levels versus replication 1 in 2017, 2018, 2019 and 2020, replication 2 in 2017 and replication 3 in 2016, 2017, 2018, 2019 and 2020. In addition, replication 2 in 2018 had significantly higher SO42- levels than replication 1 in 2019, replication 2 in 2017 and replication 3 in 2016, 2017, 2018 2019 and 2020.

The E-sulfur treatment in 2014 and 2016 had significantly higher SO42- levels versus control treatment in 2016, 2017, 2018, 2019 and 2020, E-sulfur and VersaLime treatments in 2019 and gypsum treatment in 2017. In addition, VersaLime treatment in 2014 had significantly higher SO42- levels versus control treatment in 2016, 2017, 2018, 2019 and 2020 and VersaLime treatment in 2019.

Overall, soil SO42- levels remained the highest in 2014 followed by 2018, 2016, 2020, 2019 and 2017, replication 2 had the highest SO42- levels followed by replications 1 and 3, E-sulfur treatment had the highest levels followed by VersaLime, gypsum and control treatments and 12-24 inch soil depth had the highest SO42- levels followed by 24-36, 0-12 and 36-48 inch depths.

See Data Table below chart
Figure 16. Annual soil SO42- (mg/L) means for replications, treatments and soil depths.
Differences in Soil Calcium (Ca2+) Levels

Soil calcium (mg/L) levels are shown in Figure 17. Statistically, there were significant differences in the annual Ca2+ levels in replications, treatments and soil depths.

Replication 3 in 2014, had significantly higher Ca2+ levels versus replications 1 and 2 in 2014 and all of the replications in rest of the years. In addition, replication 2 in 2014 had significantly higher Ca2+ levels versus replication 1 in 2016, 2017, 2018 and 2019, replication 2 in 2016, 2017 and 2019 and replication 3 in 2016, 2017, 2018, 2019 and 2020.

The E-sulfur and VersaLime treatments in 2014, had significantly higher Ca2+ levels versus all of the treatments in all years except control and gypsum treatments in 2014. In addition, control treatment in 2014 had significantly higher Ca2+ levels versus control treatment in 2016, 2017, 2018, 2019 and 2020, E-sulfur treatment in 2016, 2017, 2019 and 2020, gypsum treatment in 2016, 2017, 2018 and 2019 and VersaLime treatment in 2016, 2017 and 2019.

The 12-24 inch soil depth in 2014 had significantly higher Ca2+ levels versus all depths in all years except 24-36 inch depth in 2014. In addition, 24-36 inch depth in 2014 had significantly higher Ca2+ levels versus all depths in all years except 0-12 and 12-24 inch depths in 2014.

Overall, Ca2+ levels remained the highest in 2014 followed by 2020, 2018, 2017, 2016 and 2019, replication 2 had the highest Ca2+ levels followed by replications 3 and 1, E-sulfur treatment had the highest levels followed by VersaLime, gypsum and control treatments and 12-24 inch soil depth had the highest Ca2+ levels followed by 0-12, 24-36 and 36-48 inch soil depths.

See Data Table below chart
Figure 17. Annual soil Ca2+ (mg/L) means for replications, treatments and soil depths.
Differences in Soil Magnesium (Mg2+) Levels

Soil magnesium (mg/L) levels are shown in Figure 18. Statistically, there were significant differences in the annual Mg2+ levels in replications, treatments and soil depths.

Replication 2 in 2018, had significantly higher Mg2+ levels versus all of the replications in all years except replication 1 in 2016 and replication 2 in 2014 and 2016. In addition, replication 2 in 2016, had significantly higher Mg2+ levels versus replication 1 in 2014, 2018, 2019 and 2020 and replication 3 in all years.

The E-sulfur treatment in 2016 had significantly higher Mg2+ levels versus control treatment in all years, E-sulfur treatment in 2014, 2019 and 2020, gypsum treatment in 2017, 2018, 2019 and 2020 and VersaLime treatment in 2017 and 2019. In addition, VersaLime treatment in 2018 had significantly higher Mg2+ levels versus control treatment in all years, E-sulfur treatment in 2019 and 2020, gypsum treatment in 2017, 2018, 2019 and 2020 and VersaLime treatment in 2017 and 2019.

The 0-12 inch depth in 2018 and 12-24 inch depth in 2016 had significantly higher Mg2+ levels versus 0-12 and 12-24 inch depths in 2019 and 2020, 24-26 inch depth in 2014, 2017, 2018, 2019 and 2020 and 36-48 inch depth in all years. In addition, the 0-12 inch depth in 2016 had significantly higher Mg2+ levels versus 24-36 inch depth in 2014, 2017, 2019 and 2020 and 36-48 inch depth in all years.

Overall, soil Mg2+ levels remained the highest in 2016 followed by 2018, 2014, 2017, 2020 and 2019, replication 2 had the highest Mg2+ levels followed by replications 1 and 3, VersaLime treatment had the highest Mg2+ levels followed by E-sulfur, gypsum and control treatments and 0-12 inch soil depth had the highest Mg2+ levels followed by 12-24, 24-36 and 36-48 inch depths.

See Data Table below chart
Figure 18. Annual soil Mg2+ (mg/L) means for replications, treatments and soil depths.
Differences in Soil Sodium (Na+) Levels

Soil sodium (mg/L) levels are shown in Figure 19. Statistically, there were significant differences in the annual Na+ levels in replications and treatments.

Replication 2 in 2014, had significantly higher Na+ levels versus replication 1 in 2017 and 2019, replication 2 in 2017 and replication 3 in 2014, 2017, 2018, 2019 and 2020. In addition, replication 2 in 2020 had significantly lower Na+ levels compared to replication 2 in 2017 and replication 3 in 2017, 2018, 2019 and 2020.

The E-sulfur treatment in 2016 had significantly higher Na+ levels versus control treatment in all years, E-sulfur and gypsum treatments in 2017 and VersaLime treatment in 2019. In addition, gypsum treatment in 2016 had significantly higher Na+ levels versus control treatment in all years.

Overall, Na+ levels remained the highest in 2014 followed by 2018, 2020, 2016, 2019 and 2017, replication 2 had the highest Na+ levels followed by replications 1 and 3, gypsum treatment had the highest Na+ levels followed by E-sulfur, VersaLime and control treatments and 24-36 inch soil depth had the highest Na+ levels followed by 12-24, 36-48 and 0-12 inch depths.

See Data Table below chart
Figure 19. Annual soil Na+ (mg/L) means for replications, treatments and soil depths.
Differences in Soil Potassium (K+) Levels

Soil potassium (mg/L) levels are shown in Figure 20. Statistically, there were significant differences in the annual K+ levels in replications, treatments and soil depths.

Replications 3 and 2 in 2018 had significantly higher K+ levels versus replication 1 in 2018 and all of the replications in all years.

The control treatment in 2018 had significantly higher K+ levels versus gypsum, VersaLime and E-sulfur treatments in 2018 and all of the treatments in all years. In addition, gypsum treatment in 2018 had significantly higher K+ levels versus control, E-sulfur and gypsum treatments in 2014, 2016, 2017, 2019 and 2020 and VersaLime treatment in all years.

The 0-12 and 24-36 inch soil depths in 2018 had significantly higher K+ levels versus 12-24 depth in 2018 and all of the depths in all years except 36-48 inch depth in 2018. In addition, 36-48 inch depth in 2018 had significantly higher K+ levels versus 12-24 and 24-36 inch soil depths in 2014.

Overall, K+ levels remained the highest in 2018 followed by 2019, 2020, 2017, 2016 and 2014, replication 3 had the highest K+ levels followed by replications 2 and 1, control treatment had the highest levels followed by gypsum, E-sulfur and VersaLime treatments and 0-12 inch soil depth had the highest K+ levels followed by 24-36, 36-48 and 12-24 inch depths.

See Data Table below chart
Figure 20. Annual soil K+ (mg/L) means for replications, treatments and soil depths.

Changes in Soil Physical Properties

Differences in Soil Bulk Density (BD) Levels

Soil bulk density (g/cm3) and corresponding gravimetric water content (%) levels are shown in Figure 21. Statistically, there were significant differences in the annual soil bulk density levels in soil depths.

The 5-10 inch soil depth in 2020 had significantly higher bulk density levels versus 0-5 inch soil depth in all years and 5-10 inch depth in 2016 and 2018. In addition, 5-10 inch soil depth in 2015 had significantly higher bulk density levels versus 0-5 inch depth in 2015, 2016, 2018, 2019 and 2020 and 5-10 inch depth in 2016.

Overall, soil bulk density levels remained the highest in 2020 followed by 2015, 2017, 2019, 2018 and 2016, replication 3 had the highest bulk density levels followed by replications 2 and 1, E-sulfur treatment had the highest levels followed by VersaLime, control and gypsum treatments and 5-10 inch soil depth had higher bulk density levels compared to 0-5 inch depth.

See Data Table below chart
Figure 21. Annual means of soil bulk density (g/cm3) and gravimetric water (%) levels for replications, treatments and soil depths.
Differences in Soil Penetrometer Meter Resistance Levels

Cumulative soil penetrometer resistance measurements for replications, treatments and 0-18 inch depths are shown in Figure 22 and 23. Statistically, there were significant differences in the annual soil penetrometer resistance measurements measured in pounds of force per square inch (psi) in replications, treatments and soil depths.

Replication 1 in 2017 showed significantly higher penetrometer resistance versus all of the replications in all years except replication 2 in 2015. In addition, replication 2 in 2015 had significantly higher penetrometer resistance versus replication 1 in 2015, 2016, 2018, 2019 and 2020, replication 2 in 2016, 2018, 2019 and 2020 and replication 3 in all years.

All four treatments in 2015 and 2017 had significantly higher penetrometer resistance versus all treatments in 2016, 2018, 2019 and 2020. In addition, the 2018 penetrometer resistance levels in all treatments were significantly lower versus the measurements in 2016, 2019 and 2020.

See Data Table below chart
Figure 22. Annual means of cumulative soil penetrometer resistance measurements for the 0-18 inch depths (pounds of force per square inch or psi) for replications and treatments.

The soil penetrometer resistance measurements in 1 to 18 inch depths in 2015 and 2017 were significantly higher than the measurements in all depths in 2016, 2018, 2019 and 2020 except 1 inch depth in 2017.  In addition, penetrometer resistance measurements in all depths in 2016 were significantly higher versus all soil depths in 2018, 2019 and 2020.

See Data Table below chart
Figure 23. Annual means of soil penetrometer resistance (pounds of force per square inch or psi) for each soil depth for 0-18 inch depths.

Overall, penetrometer resistance measurements remained the highest in 2017 followed by 2015, 2016, 2020, 2019 and 2018, replication 2 had the highest penetrometer resistance measurements followed by replications 3 and 1, gypsum treatment had the highest levels followed by VersaLime, E-sulfur and control treatments and 18 inch soil depth had the highest penetrometer resistance measurements followed by 15, 17, 14, 16, 10, 11, 12, 6, 9, 13, 7, 8, 4, 5, 3, 2 and 1 inch depths.

Since penetrometer resistance is strongly related to the soil water content at the time of recording the measurements, soil gravimetric water content was also measured for the 0-6, 7-12 and 13-18 inch soil depths. And like penetrometer resistance, there were statistically significant differences in the annual soil gravimetric water content measured in percent (%) in replications, treatments and soil depths (Figure 24).

See Data Table below chart
Figure 24. Annual means of soil gravimetric water content (%) for replications, treatments and soil depths.

Replication 1 in 2016 and 2019, replication 2 in 2019 and replication 3 in 2016, 2017, 2018 and 2019 had significantly higher gravimetric water content versus replication 1 in 2015, 2017, 2018 and 2020, replication 2 in 2015, 2016, 2017, 2018 and 2020 and replication 3 in 2015 and 2020. In addition, all three replication in 2015 had significantly lower gravimetric water contents versus rest of the years.

Gypsum treatment in 2019 had significantly higher gravimetric water content versus all treatments in 2015 and 2020, gypsum treatment in 2018 and VersaLime treatment in 2017 and 2018. In addition, gypsum treatment in 2016 and VersaLime treatment in 2019 had significantly higher gravimetric water content levels versus all treatments in 2015 and 2020 and gypsum and VersaLime treatments in 2018.

The 7-12 inch soil depth in 2016 had significantly higher gravimetric water content versus 0-6 inch depth 2015, 2017 and 2020 and 7-12 and 13-18 inch depths in 2015, 2018 and 2020. In addition, all three soil depths in 2019 and 7-12 inch depth in 2017 had significantly higher gravimetric water content versus 0-6 inch depth in 2015, 2017 and 2020, 7-12 inch depth in 2015, 2018 and 2020 and 13-18 inch depth in 2015 and 2018.

Overall, soil gravimetric water content remained the highest in 2019 followed by 2016, 2017, 2018, 2020 and 2015, replication 3 had the highest gravimetric water content followed by replications 2 and 1, control treatment had the highest gravimetric water content followed by gypsum, E-sulfur and VersaLime treatments and 13-18 inch soil depth had the highest gravimetric water content followed by 7-12 and 0-6 inch soil depths.

Quality of Water Draining from the Research Project Site for Human and Livestock Health

Water samples from upstream, tile drainage lift station and downstream were collected one to three times a year depending upon the weather by using North Dakota Department of Health protocols and were sent to its Chemical Laboratory for analysis in 2015, 2016, 2017, 2018, 2019 and 2020. Samples were collected after a decent rain event of close to an inch or more, which allowed standing water in the ditch in which tiling project water was draining for upstream and downstream samples as well as fresh flow of water from the tiled field to lift station. Upstream samples were collected from the beginning of the drainage ditch 100-150 feet north of the lift station. Lift station samples represent water quality coming out of tiles, whereas, downstream samples were collected 100-150 feet south of the lift station in the direction where drainage water flows. Each sampling activity included collecting a separate set of samples from upstream, lift station and downstream, 10-15 minutes apart on the same day. Each sampling activity included three sampling sets and each sample set included the following:

  1. 500 mL to analyze major cations, anions and bromide (procedures 200.7, 300 and 2320-B, USEPA).
  2. 250 mL preserved with 2mL of Nitric Acid (HNO3) for trace metals (procedure 200.8, USEPA).
  3. 500 mL preserved with Sulfuric Acid (H2SO4) to analyze for nutrients that included total nitrogen, Kjeldahl nitrogen, nitrite + nitrate nitrogen and phosphorous (procedures 353.2, Lachat Method No. 10-107-04-1-C, 353.2, Lachat Method No. 10-107-04-1-O, and 200.7, Lachat Method 10-115-01-1-E, USEPA).
  4. 200 mL filtered and then preserved with Sulfuric Acid (H2SO4) to analyze dissolved phosphorous (procedure 365.1, Lachat Method 10-115-01-1-E, USEPA).
  5. All samples were preserved in a cooler with icepacks right after collection and were shipped to the Chemical Laboratory of ND Department of Health through overnight delivery.

Below is the breakdown of the annual water quality analysis of the samples collected from upstream, lift Station and downstream locations. Please note that CO32-, OH-, silica, beryllium, chromium, silver, cadmium, antimony, thallium and lead are not discussed in the results below as analysis results were below the detectable levels at almost all of the sampling times. In addition, “ND” in the result tables mean “Not Detectable”.

Differences in Salts, Dissolved Solids, Total Hardness as CaCO3 and Total Alkalinity as CaCO3 Levels

Based on the results of each sampling activity, conductivity (mmhos/cm) levels in the lift station were higher than the upstream and downstream samples, except samples taken on May 11, 2016, May 10, 2017 and June 12, 2018. Differences between upstream and downstream samples fluctuated and there was no consistent trend. Concentration of dissolved solids (mg/L) of the lift station samples were higher than the upstream and downstream samples, except the samples taken on May 10, 2017 and June 12, 2018. Total hardness as CaCO3 (grams/gallon) concentrations were also higher in the lift station samples versus upstream and downstream samples, except the samples taken on May 10, 2017. Total alkalinity as CaCO3 levels were higher in the lift station samples versus all of the upstream and downstream samples. Details are in Table 4.

Date

Site

Conductivity

(µmhos/cm)

Total Dissolved Solids (mg/L)

Total Hardness as CaCO3 (g/G)

Total Alkalinity as CaCO3 (mg/L)

November 9, 2015

Upstream

5650

4510

1110

326

November 9, 2015

Lift Station

10200

8840

2160

564

November 9, 2015

Downstream

6800

5700

1460

370

May 11, 2016

Upstream

7220

6060

1500

230

May 11, 2016

Lift Station

7200

7170

1720

501

May 11, 2016

Downstream

7560

6390

1500

202

July 11, 2016

Upstream

999

647

243

127

July 11, 2016

Lift Station

8140

6820

1610

507

July 11, 2016

Downstream

966

627

251

105

September 8, 2016

Upstream

3440

2570

787

467

September 8, 2016

Lift Station

7220

5960

1500

630

September 8, 2016

Downstream

3200

2340

771

338

May 10, 2017

Upstream

6920

5840

1680

387

May 10, 2017

Lift Station

5980

4950

1360

543

May 10, 2017

Downstream

6070

5200

1370

504

August 17, 2017

Upstream

3360

2590

774

158

August 17, 2017

Lift Station

6590

6010

1220

615

August 17, 2017

Downstream

2100

1430

381

173

June 12, 2018

Upstream

5130

3910

887

288

June 12, 2018

Lift Station

4470

3420

926

517

June 12, 2018

Downstream

4840

3680

816

369

August 26, 2019

Upstream

3710

2860

757

337

August 26, 2019

Lift Station

5430

4290

1000

700

August 26, 2019

Downstream

5070

4080

903

635

September 30, 2019

Upstream

754

488

200

142

September 30, 2019

Lift Station

6460

5620

1390

530

September 30, 2019

Downstream

1350

891

285

174

July 6, 2020

Upstream

3510

2630

926

429

July 6, 2020

Lift Station

6760

5560

1370

599

July 6, 2020

Downstream

4240

3380

1050

506

 Based on the cumulative means of all sampling activities, conductivity (mmhos/cm), dissolved solids (mg/L), total hardness as CaCO3 (g/G) and total alkalinity as CaCO3 concentrations of the lift station samples were higher than the upstream and downstream samples.  

Since it was important to assess the total dissolved solids (TDS) coming out of the tiled area represented by the lift station samples compared to upstream and downstream samples, results are presented in a line chart below (Figure 25). We can see that except samples taken on May 10, 2017 and June 12, 2018, the TDS levels of the lift station samples were noticeably higher than the upstream and downstream samples.

See Data Table below chart
Figure 25. Results of total dissolved solids (mg/L) for each sampling activity.
See Data Table below chart
Figure 26. Cumulative means of conductivity (mmhos/cm), dissolved solids (mg/L), total hardness as CaCO3 (g/G) and total alkalinity as CaCO3 for all sampling activities.
Differences in Sodium Adsorption Ratio (SAR) and pH Levels

Based on the results of each sampling activity, SAR levels of the lift station samples were higher than the upstream and downstream samples, except in the samples that were taken on May 11, 2016, May 10, 2017 and June 12, 2018. The differences between the soil pH levels of upstream, lift station and downstream samples were inconsistent. Details are in Table 5.

Date

Site

Sodium Adsorption Ratio (SAR)

pH

November 9, 2015

Upstream

13.10

8.27

November 9, 2015

Lift Station

17.40

7.91

November 9, 2015

Downstream

16.30

8.37

May 11, 2016

Upstream

16.60

8.92

May 11, 2016

Lift Station

14.90

7.96

May 11, 2016

Downstream

17.60

9.23

July 11, 2016

Upstream

3.54

7.60

July 11, 2016

Lift Station

16.20

8.32

July 11, 2016

Downstream

3.07

7.56

September 8, 2016

Upstream

8.55

8.31

September 8, 2016

Lift Station

15.60

8.10

September 8, 2016

Downstream

6.87

7.92

May 10, 2017

Upstream

14.20

8.27

May 10, 2017

Lift Station

13.50

8.08

May 10, 2017

Downstream

14.00

8.28

August 17, 2017

Upstream

8.36

7.60

August 17, 2017

Lift Station

22.60

7.99

August 17, 2017

Downstream

6.52

7.67

June 12, 2018

Upstream

13.80

7.70

June 12, 2018

Lift Station

11.00

8.00

June 12, 2018

Downstream

13.50

7.92

August 26, 2019

Upstream

10.70

7.92

August 26, 2019

Lift Station

14.70

8.03

August 26, 2019

Downstream

14.60

8.11

September 30, 2019

Upstream

3.11

7.77

September 30, 2019

Lift Station

15.20

7.78

September 30, 2019

Downstream

4.55

7.71

July 6, 2020

Upstream

7.93

7.76

July 6, 2020

Lift Station

15.4

7.95

July 6, 2020

Downstream

11.2

7.76

Based on the cumulative means of all sampling activities, SAR levels in the lift station samples remained higher than the upstream and downstream samples, whereas, differences in the pH levels were inconsistent and negligible.

See Data Table below chart
Figure 27. Cumulative means of Sodium Adsorption Ratio (SAR) and pH for all sampling activities.
Differences in the Major Cation and Anion levels

Based on the results of each sampling activity, Ca2+ (mg/L) levels of the lift station samples were higher than the upstream and downstream samples, except in the samples taken on May 10, 2017. Mg2+ (mg/L), Na+ (mg/L) and SO42- (mg/L) levels of the lift station samples were higher than the samples taken from upstream and downstream samples except the samples that were taken on May 11, 2016, May 10, 2017 and June 12, 2018. K+ (mg/L) levels of the lift station samples were mostly lower or similar versus the levels in the upstream and downstream samples at all sampling times. Cl- (mg/L) levels of the lift station samples were higher than the samples taken from upstream and downstream samples except the samples that were taken on May 11, 2016, May 10, 2017, June 12, 2018 and August 26, 2019. HCO3- (mg/L) levels of the lift station samples remained higher than the upstream and downstream samples at all sampling times. Details are in Table 6.

Date

Site

Ca2+ (mg/L)

Mg2+ (mg/L)

Na+ (mg/L)

K+ (mg/L)

SO42- (mg/L)

Cl- (mg/L)

HCO3-

(mg/L)

November 9, 2015

Upstream

187

156

1000

NA

2790

148

397

November 9, 2015

Lift Station

398

284

1860

NA

5710

208

688

November 9, 2015

Downstream

223

220

1430

11

3420

157

436

May 11, 2016

Upstream

173

260

1480

9.9

3790

203

220

May 11, 2016

Lift Station

271

253

1420

5.9

3700

178

611

May 11, 2016

Downstream

161

266

1570

10.6

4050

206

149

July 11, 2016

Upstream

55.2

25.6

127

7.9

320

29.6

155

July 11, 2016

Lift Station

251

239

1500

6.3

4330

148

609

July 11, 2016

Downstream

59.1

25.1

112

7.1

329

25.3

128

September 8, 2016

Upstream

147

102

552

8.6

1390

92.9

565

September 8, 2016

Lift Station

271

199

1390

7.6

3560

128

769

September 8, 2016

Downstream

157

92

439

16.1

1320

107

412

May 10, 2017

Upstream

263

249

1340

12.4

3490

255

472

May 10, 2017

Lift Station

223

196

1150

5.2

2900

131

662

May 10, 2017

Downstream

200

212

1190

6.7

3090

162

615

August 17, 2017

Upstream

160

91

535

9.7

1580

117

192

August 17, 2017

Lift Station

221

163

1820

6.8

3290

126

751

August 17, 2017

Downstream

72.6

48.6

293

6.5

818

81.1

212

June 12, 2018

Upstream

121

142

944

3.3

2420

101

351

June 12, 2018

Lift Station

191

109

770

3.9

1950

72.7

631

June 12, 2018

Downstream

129

120

889

5.2

2230

80.6

450

August 26, 2019

Upstream

149

93.5

679

9.1

1650

72.7

411

August 26, 2019

Lift Station

202

121

1070

5.2

2400

72.4

854

August 26, 2019

Downstream

182

109

1010

4.8

2320

67.2

775

September 30, 2019

Upstream

45.9

20.7

101

5.8

201

25.7

173

September 30, 2019

Lift Station

245

188

1300

5.4

3470

88.4

647

September 30, 2019

Downstream

60.4

32.7

177

7.3

462

36.4

213

July 6, 2020

Upstream

201

103

555

8.93

1390

111

524

July 6, 2020

Lift Station

232

192

1310

5.62

3340

112

730

July 6, 2020

Downstream

203

132

836

10.3

1800

86.1

617

 Based on the cumulative means of all sampling activities, Ca2+ (mg/L), Mg2+ (mg/L), Na+ (mg/L), SO42- (mg/L), Cl- (mg/L) and HCO3- (mg/L) levels of the lift station samples remained higher than the upstream and downstream samples, whereas, K+ (mg/L) levels of the lift station samples were lower than the upstream and downstream samples.

See Data Table below chart
Figure 28. Cumulative means of Ca2+ (mg/L), Mg2+ (mg/L), Na+ (mg/L), K+ (mg/L), SO42- (mg/L), Cl- (mg/L) and HCO3- (mg/L) for all sampling activities.
Differences in the Nitrogen and Phosphorous levels

Based on the results of each sampling activity, nitrate + nitrite nitrogen (mg/L) levels of the lift station remained higher than the upstream and downstream samples at all sampling times, except two downstream samples collected on May 10, 2017 and September 30, 2019 and upstream and downstream samples taken on July 6, 2020. Opposite trend was observed for the Kjeldahl nitrogen (mg/L) levels, which remained lower than the upstream and downstream samples taken at all times, except one upstream sample taken on September 30, 2019. The total nitrogen (mg/L) levels, which were a sum of Kjeldahl nitrogen (mg/L) and nitrate + nitrite nitrogen (mg/L) levels were higher in the lift station samples versus upstream and downstream samples, except the upstream and downstream samples that were collected on November 9, 2015 and July 6, 2020, downstream sample collected on May 10, 2017 and upstream samples collected on August 26, 2019 and September 30, 2019. The total phosphorous (mg/L) levels of the lift station samples were similar or lower than the upstream and downstream samples except one downstream sample collected on November 9, 2015. In addition, dissolved phosphorous (mg/L) levels of the lift station samples remained lower than the levels in the upstream and downstream samples except, upstream and downstream samples collected on November 9, 2015 and June 12, 2018, upstream sample collected on May 11, 2016 and downstream samples collected on May 10, 2017 and August 17, 2017. Details are in Table 7. 

Table 7. Results of total nitrogen (mg/L), Kjeldahl nitrogen (mg/L), nitrate + nitrite nitrogen (mg/L), total phosphorous (mg/L) and dissolved phosphorous (mg/L) for each sampling activity.
Date

Site

Total N (mg/L)

Kjeldahl N (mg/L)

NO3 + NO2 N (mg/L)

Total P (mg/L)

Dissolved P (mg/L)

November 9, 2015

Upstream

7.51

3.17

4.34

0.16

0.02

November 9, 2015

Lift Station

7.30

0.64

6.66

0.06

0.08

November 9, 2015

Downstream

11.70

8.40

3.30

0.03

ND

May 11, 2016

Upstream

3.65

2.67

0.98

0.09

0.02

May 11, 2016

Lift Station

10.10

1.42

8.68

0.06

0.06

May 11, 2016

Downstream

2.59

2.56

0.03

0.22

0.08

July 11, 2016

Upstream

2.37

1.71

0.66

0.92

0.88

July 11, 2016

Lift Station

9.08

0.90

8.18

0.21

0.21

July 11, 2016

Downstream

2.46

1.54

0.92

0.79

0.75

September 8, 2016

Upstream

2.11

2.08

0.03

0.93

0.69

September 8, 2016

Lift Station

5.53

0.41

5.12

0.02

0.05

September 8, 2016

Downstream

3.03

2.28

0.75

0.61

0.50

May 10, 2017

Upstream

3.02

2.99

0.03

0.51

0.19

May 10, 2017

Lift Station

4.49

0.08

4.57

0.20

0.04

May 10, 2017

Downstream

7.47

0.83

6.64

0.20

0.03

August 17, 2017

Upstream

1.80

1.77

0.03

0.18

0.12

August 17, 2017

Lift Station

3.16

0.93

2.23

0.08

0.07

August 17, 2017

Downstream

1.38

1.35

0.03

0.20

0.06

June 12, 2018

Upstream

2.02

1.99

0.03

0.14

0.03

June 12, 2018

Lift Station

2.23

0.84

1.39

0.14

0.14

June 12, 2018

Downstream

1.29

1.26

0.03

0.14

0.02

August 26, 2019

Upstream

2.13

2.07

0.05

0.39

0.29

August 26, 2019

Lift Station

1.13

0.87

0.26

0.13

0.13

August 26, 2019

Downstream

1.04

0.93

0.11

0.20

0.18

September 30, 2019

Upstream

0.78

0.69

0.09

0.54

0.50

September 30, 2019

Lift Station

1.99

0.93

1.06

0.14

0.14

September 30, 2019

Downstream

3.22

1.41

1.81

0.55

0.49

July 6, 2020

Upstream

4.42

4.39

4.39

2.01

1.67

July 6, 2020

Lift Station

3.41

0.96

0.96

0.07

0.07

July 6, 2020

Downstream

4.66

2.44

2.44

1.11

1.04

Note:

  • Total Nitrogen is a sum of the Kjeldahl N and NO3 + NO2 N.
  • Kjeldahl N is a sum of free ammonium and organic nitrogen.

Based on the cumulative means of all sampling activities, total nitrogen (mg/L) and nitrate + nitrite nitrogen (mg/L) levels of the lift station samples were higher than the levels in the upstream and downstream samples. Whereas, Kjeldahl nitrogen (mg/L) levels of the lift station samples remained lower than the levels in upstream and downstream samples. Both total phosphorous (mg/L) and dissolved phosphorous (mg/L) levels of the lift station samples also remained lower than the levels in upstream and downstream samples.

See Data Table below chart
Figure 29. Cumulative means of total nitrogen (mg/L), Kjeldahl nitrogen (mg/L), nitrate + nitrite nitrogen (mg/L), total phosphorous (mg/L) and dissolved phosphorous (mg/L) for all sampling activities.
Differences in the Boron, Aluminum, Nickel, Copper and Zinc levels

Based on the results of each sampling activity, lift station boron (µg/L) levels were higher than the levels in most upstream and downstream samples except, the upstream samples taken on July 11, 2016 and June 12, 2018 and downstream samples collected on November 9, 2015, July 11, 2016, May 10, 2017 and June 12, 2018. Aluminum (µg/L) levels of the lift station samples remained well below the levels in upstream and downstream samples at all sampling times. Nickel (µg/L) levels of the lift station samples were mostly lower than the upstream and downstream samples except, in the upstream and downstream samples taken on July 11, 2016 and September 30, 2019 and downstream samples collected on August 17, 2017 and August 26, 2019. Copper (µg/L) levels of the lift station samples were noticeably higher than the levels in upstream and downstream samples collected on November 9, 2015, July 11, 2016, August 17, 2017, September 30, 2019 and July 6, 2020. Zinc (µg/L) levels of the lift station samples were higher than the upstream and downstream samples at all sampling times except, one set of sample that was collected on May 10, 2017. Details are in Table 8.

 

Date

Site

Boron

(µg/L)

Aluminum (µ/L)

Nickel (µg/L)

Copper (µg/L)

Zinc

 (µg/L)

November 9, 2015

Upstream

580.00

887.00

9.10

9.96

17.20

November 9, 2015

Lift Station

1260.00

ND

ND

18.80

25.40

November 9, 2015

Downstream

7880.00

560.00

9.31

12.50

22.10

May 11, 2016

Upstream

685.00

134.00

8.87

14.20

9.98

May 11, 2016

Lift Station

741.00

ND

6.99

14.00

15.00

May 11, 2016

Downstream

635.00

82.00

9.36

13.7

8.66

July 11, 2016

Upstream

185.00

994.00

6.22

6.67

12.70

July 11, 2016

Lift Station

87.00

ND

23.50

50.40

83.50

July 11, 2016

Downstream

186.00

945.00

5.83

6.16

11.20

September 8, 2016

Upstream

318.00

250.00

13.30

42.20

7.060

September 8, 2016

Lift Station

1700.00

52.00

9.48

34.60

10.80

September 8, 2016

Downstream

355.00

98.00

12.50

12.10

ND

May 10, 2017

Upstream

471.00

1980.00

23.90

20.70

22.70

May 10, 2017

Lift Station

821.00

ND

7.67

17.40

10.50

May 10, 2017

Downstream

855.00

358.00

9.79

22.60

22.60

August 17, 2017

Upstream

445.00

333.00

12.10

10.30

ND

August 17, 2017

Lift Station

1620.00

ND

11.70

25.80

598

August 17, 2017

Downstream

276.00

775.00

10.20

6.40

10.40

June 12, 2018

Upstream

783.00

541.00

12.30

9.03

17.60

June 12, 2018

Lift Station

724.00

ND

6.43

7.26

182.00

June 12, 2018

Downstream

777.00

369.00

10.30

7.22

17.90

August 26, 2019

Upstream

754.00

ND

8.04

12.10

7.15

August 26, 2019

Lift Station

1300.00

ND

5.36

16.20

18.90

August 26, 2019

Downstream

1170.00

ND

5.35

16.00

10.40

September 30, 2019

Upstream

135.00

1360.00

ND

ND

8.26

September 30, 2019

Lift Station

911.00

ND

6.66

18.60

9.60

September 30, 2019

Downstream

187.00

1680.00

ND

ND

9.23

July 6, 2020

Upstream

451

402

17.30

8.65

7.83

July 6, 2020

Lift Station

1000

25

6.65

16.00

10.90

July 6, 2020

Downstream

685

476

12.50

10.90

9.65

 Based on the cumulative means of all sampling activities, boron (µg/L) levels of the lift station samples were higher than the upstream samples and lower than the downstream samples. Aluminum (µg/L) means of the lift station samples were very low compared to the upstream and downstream samples, whereas, nickel (µg/L) means of upstream samples were slightly higher than the lift station and downstream samples. Copper (µg/L) and zinc (µg/L) means of the lift station samples were higher than the upstream and downstream samples.

See Data Table below chart
Figure 30. Cumulative means of Boron (µg/L), aluminum (µg/L), nickel (µg/L), copper (µg/L) and zinc (µg/L) for all sampling activities.
Differences in the Arsenic, Selenium, Molybdenum and Barium levels

Based on the results of each sampling activity, arsenic (µg/L) levels of the lift station samples were mostly lower than the upstream and downstream samples except in the samples taken on July 11, 2016 and September 30, 2019. Selenium (µg/L) levels were higher in the lift station samples at all sampling times compared to the upstream and downstream samples. Molybdenum (µg/L) levels in the lift station samples were mostly lower than the detectable levels (5.00 µg/L) compared to the upstream and downstream samples except in the samples that were collected on July 11, 2016 and September 30, 2019. Barium levels of the lift station samples were mostly lower compared to the upstream and downstream samples except versus upstream and downstream samples collected on July 11, 2016 and September 30, 2019 and upstream samples collected on May 11, 2016 and August 26, 2019. Details are in Table 9.

Date

Site

Arsenic

(µg/L)

Selenium (µ/L)

Molybdenum (µg/L)

Barium

 (µg/L)

November 9, 2015

Upstream

8.19

16.10

ND

58.80

November 9, 2015

Lift Station

ND

57.10

ND

24.80

November 9, 2015

Downstream

5.65

28.50

6.60

47.40

May 11, 2016

Upstream

11.60

26.10

6.25

30.00

May 11, 2016

Lift Station

11.00

31.20

ND

32.00

May 11, 2016

Downstream

11.30

23.50

7.71

32.60

July 11, 2016

Upstream

ND

ND

ND

57.40

July 11, 2016

Lift Station

23.70

110.00

16.60

86.80

July 11, 2016

Downstream

ND

ND

ND

58.60

September 8, 2016

Upstream

9.34

ND

6.14

52.90

September 8, 2016

Lift Station

ND

26.80

ND

25.30

September 8, 2016

Downstream

5.94

ND

5.63

51.10

May 10, 2017

Upstream

10.50

7.83

9.45

118.00

May 10, 2017

Lift Station

ND

21.70

ND

29.10

May 10, 2017

Downstream

ND

20.30

ND

34.10

August 17, 2017

Upstream

ND

ND

5.87

33.10

August 17, 2017

Lift Station

ND

13.90

ND

26.90

August 17, 2017

Downstream

5.96

ND

ND

51.30

June 12, 2018

Upstream

5.15

ND

6.57

43.10

June 12, 2018

Lift Station

ND

10.30

ND

41.30

June 12, 2018

Downstream

6.71

ND

ND

53.20

August 26, 2019

Upstream

8.59

6.26

19.40

30.40

August 26, 2019

Lift Station

5.03

11.70

ND

33.10

August 26, 2019

Downstream

5.97

10.00

ND

39.70

September 30, 2019

Upstream

ND

ND

ND

36.70

September 30, 2019

Lift Station

5.36

21.20

5.23

43.80

September 30, 2019

Downstream

ND

ND

ND

37.90

July 6, 2020

Upstream

19.30

2.50

18.80

185

July 6, 2020

Lift Station

2.50

23.00

2.50

44.10

July 6, 2020

Downstream

11.30

9.91

9.88

117.00

Based on the cumulative means of all sampling activities, arsenic (µg/L), molybdenum (µg/L) and barium (µg/L) levels of lift station samples were lower than the upstream and downstream samples, whereas, selenium (µg/L) levels of lift station samples were higher than the upstream and downstream samples.

See Data Table below chart
Figure 31. Cumulative means of Arsenic (µg/L), selenium (µg/L), molybdenum (µg/L) and barium (µg/L) for all sampling activities.

 

Differences in the Ammonia, Manganese, Bromide and Iron levels

Based on the results of each sampling activity, ammonia (mg/L) levels were mostly lower or similar than the levels in the upstream and downstream samples except upstream and downstream samples that were collected on June 12, 2018 and upstream samples collected on September 30, 2019. The manganese (mg/L) levels of the lift station samples were lower than the levels in upstream and downstream samples at all times. Bromide (mg/L) levels of the lift station samples were mostly higher than the upstream and downstream samples except upstream and downstream samples that were collected on May 11, 2016, May 10, 2017, and June 12, 2018. Iron (mg/L) levels of the lift station samples were either non-detectable (0.50 mg/L) or were lower than the upstream and downstream samples except, one set of sample that was collected on August 17, 2017. Details are in Table 10.

Date

Site

Ammonia

(mg/L)

Manganese (mg/L)

Bromide

 (mg/L)

Iron

 (mg/L)

November 9, 2015

Upstream

1.77

0.26

NA

1.30

November 9, 2015

Lift Station

ND

ND

NA

ND

November 9, 2015

Downstream

2.10

0.23

NA

0.93

May 11, 2016

Upstream

0.05

0.59

0.87

0.24

May 11, 2016

Lift Station

ND

0.01

0.71

ND

May 11, 2016

Downstream

0.08

0.94

0.85

0.18

July 11, 2016

Upstream

0.29

0.11

0.05

1.14

July 11, 2016

Lift Station

0.03

0.01

0.64

0.35

July 11, 2016

Downstream

0.06

0.07

0.05

0.99

September 8, 2016

Upstream

0.06

2.54

0.43

0.58

September 8, 2016

Lift Station

ND

0.02

0.64

0.08

September 8, 2016

Downstream

0.13

0.77

0.33

0.24

May 10, 2017

Upstream

0.25

6.29

0.64

2.89

May 10, 2017

Lift Station

0.03

0.01

0.53

0.05

May 10, 2017

Downstream

0.13

0.62

0.68

0.44

August 17, 2017

Upstream

0.09

0.61

0.29

0.62

August 17, 2017

Lift Station

0.03

0.02

0.51

1.28

August 17, 2017

Downstream

0.03

0.80

0.32

1.11

June 12, 2018

Upstream

0.04

1.81

0.35

0.83

June 12, 2018

Lift Station

0.05

0.04

0.33

ND

June 12, 2018

Downstream

0.04

1.65

0.36

0.72

August 26, 2019

Upstream

0.08

1.32

0.23

0.12

August 26, 2019

Lift Station

ND

ND

0.42

ND

August 26, 2019

Downstream

ND

0.16

0.32

0.12

September 30, 2019

Upstream

0.04

0.06

ND

1.64

September 30, 2019

Lift Station

0.14

ND

0.40

0.31

September 30, 2019

Downstream

0.52

0.08

0.05

1.86

July 6, 2020

Upstream

1.55

9.75

0.19

1.77

July 6, 2020

Lift Station

0.01

0.01

0.42

0.02

July 6, 2020

Downstream

1.15

4.66

0.29

0.86

 Based on the cumulative means of all sampling activities, ammonia (mg/L), manganese (mg/L) and iron (mg/L) levels of the lift station samples were lower than the upstream and downstream samples, whereas, bromide (mg/L) levels of the lift station samples were higher than the upstream and downstream samples.

See Data Table below chart
Figure 32. Cumulative means of Ammonia (mg/L), manganese (mg/L), bromide (mg/L) and iron (mg/L) for all sampling activities.

Summary

Below is the summary for soil chemical and physical properties based on data five-years after applying the soil amendments and six-years after tiling the saline-sodic site.

Soil EC levels: have been directly related to the annual growing-season rainfall and moisture levels in the topsoil. Narrower gap between annual total potential evapotranspiration and actual rain means more leaching of salts and less capillary rise/movement of soil water, whereas a wider gap will indicate less leaching and increased capillary rise. That is evident from the significant decrease in 2016 EC levels despite shallow average annual growing-season groundwater depths due to excess rainfall and improved drainage under tiling. However, EC levels spiked up in 2017 and that trend continued in 2018, 2019 and 2020 despite average annual growing-season groundwater depths deeper than the depth of tiles (four-feet) on tiled-land. That was a result of increased capillary rise of soil water due to lower rainfall and higher evapotranspiration. This defies the common belief that lowering the groundwater depths will cause excess salts to leach out. However, lowering soil EC levels will need an optimum combination of low enough groundwater depths, sufficient rain and good soil water infiltration to push the salts into deeper depths. Importance of good soil water infiltration is also evident from the fact that during 2016, 2017, 2018, 2019 and 2020 the highest EC levels were observed in 12-24 and 24-36 inch soil depths. That could be indication of decent infiltration through the first foot, however, a much slower water movement through the second and third feet of soil resulting in higher levels of salts. Sufficient rain will also result in improved moisture levels in the topsoil resulting in decrease in capillary rise. Based on soil test EC levels, establishing a salt-tolerant annual crop (barley, oat) or perennial salt-tolerant grass mix is also very important in order to reduce evaporation and consequently capillary rise.

Soil SAR levels: have been inconsistent despite application of soil amendments (five-years after application) and tiled-land. It could be due to the drier weather in 2017, 2018, early part of 2019 and 2020 resulting in insufficient soil water to dissolve the amendments and create the desired chemical reaction for sodicity remediation. This could also be a good insight that lowering SAR levels is more complex than lowering EC and it will take longer time and equal or higher than normal growing-season rainfall and annual precipitation. In addition, soil SAR levels increased with soil depth with 0-12 inch depth having the lowest SAR levels and 36-48 inch depth having the highest SAR levels.

Soil pH levels: were consistent with the annual growing-season rainfall and soil moisture levels and have had no impact so far related to the application of soil amendments. Like SAR, soil pH significantly increased with soil depth with 0-12 inch depth having the lowest pH levels and 36-48 inch depth having the highest pH levels. Increase in pH with soil depth was due to the increase in soil moisture levels.

Soil NO3--N levels: have been consistent with the annual growing-season rainfall and groundwater depths, soil drainage and how much N is being applied through fertilizers annually. A steady decline in soil NO3--N levels was observed that could be due to leaching, removal by the perennial salt-tolerant grass mix and no application since 2014. In addition, soil NO3- -N levels decreased with increasing soil depth.

Soil P levels: decreased steadily with time. That could be due to no phosphate fertilizer application since 2014. Before 2014, site was planted with annual crops and commercial fertilizers were applied annually. The 0-12 inch soil depth also had higher P levels versus 12-24 inch depth. In addition, VersaLime treatment had higher soil P levels in both soil depths (0-12 and 12-24 inch) versus rest of the treatments, which could be due to 42.5 ppm of available P levels in the VersaLime that was applied to the site.

Soil O.M. levels: also decreased with time under no or poor vegetation before 2016. This is especially crucial for areas with high EC (salinity) and SAR (sodicity) levels where most of the annual crops do not do well. Establishing something, which will grow there such as a mix of perennial salt-tolerant grasses will keep adding above-the ground and below-the-ground plant biomass. Adding plant biomass will increase soil microorganism’s population. When microbes die, dead microbes will turn into in microbial biomass. Both plant and microbial biomass will help increase soil organic matter levels. However, creating favorable growth environment for soil microbes and conversion of organic material into organic matter takes time. Soil organic matter levels continued decreasing especially in 2017 and 2019, which could be due to a slightly drier weather in June of 2017 and 2019 when soil samples were collected. In addition, 0-12 inch soil depth had significantly higher O.M. levels than 12-24 inch depth.

Soil CEC levels: decreased in 2016, 2017, 2018, 2019 and 2020 compared to 2014. That could be due to a steady decline in soil organic matter. However, future biomass decomposition of the perennial salt-tolerant grasses could reverse this trend.

Soil Water Saturation levels: showed some trends where soil amendments were applied, how soluble each amendment was and average annual growing-season groundwater depths. Over all, soil water saturation levels increased in all of the treatments, which received soil amendments compared to control and in treatments that were applied with more soluble amendments such as gypsum. Gypsum treatment had the highest increase followed by VersaLime and E-sulfur treatments. In addition, replication 3 had the shallowest groundwater depth in all years and had higher soil water saturation levels versus replications 1 and 2.

Soil CCE levels: remained the highest in the 24-36 inch soil depth, whereas, 0-12 inch depth had the lowest CCE levels in all years. There were hardly any differences in CCE levels among treatments including the VersaLime treatment. That could be due to the very solubility of VersaLime (spent beetlime).

Soil HCO3- levels: also have had no impact due to the application of soil amendments or average annual growing-season groundwater depths so far. Highest HCO3- levels were observed in the 0-12 inch depth. However, differences between the 12-24 and 24-36 and 36-48 inch soil depths were not significant.

Soil Cl- levels: have not shown a consistent trend due to the application of soil amendments or average annual growing-season groundwater depths. However, the significantly higher Cl- levels in 2018 under deepest average annual growing-season groundwater depths could be an indication of lack of soil water to leach Cl- ions into the deeper soil depths.

Soil SO42- levels: have not shown a consistent trend due to the application of soil amendments or changes in the average annual growing-season groundwater depths. Being an anion like Cl-, SO42- levels also fluctuate considerably due to the fluctuations in rain and groundwater depths.

Soil Ca2+ levels: were significantly higher in 2014 at the time of tiling than rest of the years. Soil Ca2+ levels in 2016, decreased significantly in all treatments under higher rainfall, shallow average annual groundwater depths and tile drainage. Levels increased slightly in 2017 and 2018, decreased again in 2019 and increased back in 2020. That pattern is somewhat consistent with the weather as under drier weather Ca2+ levels seemed to be slightly higher. In additions, there were some differences in the Ca2+ levels among treatments with E-sulfur treatments resulting in the highest levels followed by VersaLime, gypsum and control treatments.

Soil Mg2+ levels: showed no effect due to the application of soil amendments or changes in the average annual growing-season groundwater depths despite some annual differences. However, Mg2+ levels did increase with soil depth.

Soil Na+ levels: have been inconsistent like SAR levels despite some annual changes.

Soil K+ levels: mostly remained stable, however, there has been a significant increase in K+ levels in 2018 versus rest of the years. That could be an outlier, however, it needs to be verified in the future.

Soil Bulk Density levels: increased with soil depths. In addition, despite not being a clear trend, bulk density increased at lower gravimetric soil water contents.

Soil Penetrometer Resistance measurements: were somewhat correlated with the gravimetric soil water contents. Lower the gravimetric water content, higher were the penetrometer resistance measurement. An example could be 2015 when the second highest penetrometer resistance measurements were recorded at the lowest annual soil gravimetric water contents.

Quality of Water Draining from the Tiled Research Project Site for Human and Livestock Health: Based on cumulative means of all sampling times, conductivity, dissolved solids, total hardness as CaCO3, total alkalinity as CaCO3, SAR, Ca2+, Mg2+, Na+, SO42-, HCO3-, Cl-, total nitrogen, nitrate + nitrite nitrogen, copper, zinc, selenium and bromide levels of the lift station samples were higher than the upstream and downstream samples. The pH means of upstream, lift station and downstream samples were roughly equal. The K+, Kjeldahl nitrogen, total phosphorous, dissolved phosphorous, aluminum, nickel, barium, ammonia, manganese and iron means of the lift station samples were lower than the upstream and downstream samples. These trends point out that over time depending upon the site specific soil chemistry, tile drainage water can add salts, alkalinity, sodicity, soluble nitrogen and some trace elements to the surface water resources.

Conclusions

Though the data and the observations so far are not conclusive, however, producers and landowners, who have unproductive areas with potential soil dispersion issues due to sodicity or excessive swelling of the soils due to the higher Mg2+ versus Ca2+ levels and are thinking about tiling entire fields as a single-step strategy to reclaim potential saline-sodic areas, may want to consider the following points before making a final decision:

Under Wet Weather

  • Tiling can drain excess water timely “under good soil water infiltration”.
  • If the potential fields have unproductive or marginal areas, “they may want to sample these areas three to four-feet deep and analyze the samples for EC (salinity), SAR (sodicity) and pH levels by using the saturated paste extract method.” That will be a very cheap activity compared to tiling and will help them make informed decisions.
  • Based on the soil SAR results, if sodicity is established “they may want to consider applying the soil amendments before tiling as amendments will convert sodicity into a salinity issue”. Once sodicity levels are lowered, soil water infiltration will also improve and tiles will help drain the excess water along with leaching the excess salts.
  • Tiling sodic or saline-sodic fields alone “will not remediate sodicity and will require application of amendments at some point in time.”
  • Note: calculating the rates of soil amendments will also require analyzing the first-foot samples for “Cation Exchange Capacity (CEC) by using sodium saturation and ammonium extraction method”.
  • Based on soil EC levels, “it will be beneficial to plant a salt-tolerant annual crop or a perennial salt-tolerant grass mix on the saline or saline-sodic areas”. That will use excess soil water, reduce evaporation, and minimize capillary rise of soil water as well as upward movement of excess water soluble salts.

Under Drier Weather

  • Under drier weather, “tiling entire fields may not be necessary as average annual growing-season groundwater depths may lower naturally.”
  • Tiling alone under drier weather “may not lower salinity as moving the excess water soluble salts into the deeper soil depths will require sufficient rain resulting in free or gravitational water.”  
  • Under drier weather, “salinity levels can actually increase despite tiling due to the increased evaporation and resulting capillary rise of soil water.”
  • If the potential fields have unproductive or marginal areas, “they may still be sampled three to four-feet deep and analyzed for EC (salinity), SAR (sodicity) and pH levels by using the saturated paste extract method.” Again, that will be a very cheap activity compared to tiling.
  • Based on the soil SAR results, if sodicity is established “they may still want to consider applying the soil amendments before tiling as amendments will convert sodicity into a salinity issue”. Once sodicity levels are lowered, soil water infiltration will also improve, which will help leach salts during spring-melt or decent rain event.
  • Tiling sodic or saline-sodic fields alone “will not remediate sodicity and will require application of amendments at some point in time.”
  • Note: calculating the rates of soil amendments will require analyzing the first-foot samples for “Cation Exchange Capacity (CEC) by using sodium saturation and ammonium extraction method”.
  • Under drier weather, despite applying amendments, conversion of sodicity into salinity “will take longer time and may take several years.”

Based on soil EC levels, “it will be beneficial to plant a salt-tolerant annual crop or a perennial salt-tolerant grass mix on the saline or saline-sodic areas”, which will reduce evaporation, minimize capillary rise of soil water and minimize upward movement of excess soluble salts.

References

RELATED NDSU PUBLICATIONS

Johnsgard, G. A. 1974. Salt Affected Problem Soils in North Dakota, Their Properties and Management.  NDSU Extension bulletin no. 2. North Dakota State University, Fargo, N.D.

Seelig, B.D. 2000. Salinity and Sodicity in North Dakota Soils. NDSU Extension publication EB57. North Dakota State University, Fargo, N.D. 16p.

www.ag.ndsu.edu/langdonrec/soil-health/salinity-and-sodicity-in-nd

Franzen, D., H. Kandel, C. Augustin and N. Kalwar. 2013. Groundwater and Its Effect on Crop Production. North Dakota State University, Fargo, N.D.

www.ag.ndsu.edu/langdonrec/soil-health/groundwater-and-its-effect-on-crop-production

Franzen, D., A. Wick, C. Augustin and N. Kalwar. 2014. Saline and sodic soils. North Dakota State University Extension, Fargo, N.D. 8p.

www.ndsu.edu/soilhealth/wp-content/uploads/2014/07/Saline-and-Sodic-Soils-2-2.pdf

Franzen, D., C. Gasch, C. Augustin, T. DeSutter, N. Kalwar and A. Wick. Revised September 2019. Managing Saline Soils in North Dakota. NDSU Extension publication SF1087. North Dakota State University, Fargo, N.D.

Franzen, D., N. Kalwar, A. Wick and T. DeSutter. 2019. Sodicity and Remediation of Sodic Soils in North Dakota. NDSU Extension publication SF1941. North Dakota State University, Fargo, N.D.

Cihacek, L.J., N. Kalwar and T. Scherer. Revised July 2020. Evaluation of Soils for Suitability for Tile Drainage Performance. NDSU Extension publication SF1617. North Dakota State University, Fargo, N.D.

ADDITIONAL REFRENCES

USDA Soil Salinity Laboratory Staff. 1954. Diagnosis and improvement of saline and alkali soils. Agriculture Handbook No. 60. U.S. Government Printing Office, Washington, D.C.

Day, P.R. 1956. Report of the committee on physical analysis. Soil Sci. Soc. Amer. Proc. 20: 167 -169.

Day, P.R. 1965. Particle fractionation and particle-size analysis. Pages 545-567 in C.A. Black, ed. Methods of soil analysis. Amer. Soc. Agron. Monogr. 9.

Chapman, H.D., "Cation-exchange Capacity," pp. 891-900, in C.A. Black (ed.), Method of Soil Analysis, Part 2: Chemical and Microbiological Properties, Am. Soc. Agron., Madison, Wisconsin (1965).

Oster, J.D., and F.W. Schroer. 1979. Infiltration as influenced by irrigation water quality. Soil Sci. Soc. AM. J. 43:444-447.

Paul F. Vendrell & John Zupancic (1990) Determination of soil nitrate by transnitration of salicylic acid, Communications in Soil Science and Plant Analysis, 21:13-16, 1705-1713, DOI: 10.1080/00103629009368334

Hanson, B. 1993. Reclaiming Sodic and Saline/Sodic Soils. University of California publication drought tips 92-33. University of California, Richmond, CA.

Curtin, D., H. Steppuhn and F. Selles. 1994. Clay dispersion in relation to sodicity, electrolyte concentration and mechanical effects. Soil Sci. Soc. AM. J. 58:955-962.

Springer, A.G. 1997. Water-dispersible clay and saturated hydraulic conductivity in relation to sodicity, salinity and soil texture. M.S. thesis. North Dakota State University, Fargo, N.D.

Rengasamy, P., and Sumner, M.E. 1998. Processes involved in sodic behavior. In ‘Sodic soils. Distribution, properties, management, and environmental consequences.’ (Eds M.E. Sumner and R. Naidu) pp. 35–50. (Oxford University Press: New York)

Springer, G., B.L Wienhold, J.L. Richardson and L.A. Disrud. 1999. Salinity and sodicity induced changes in dispersible clay and saturated hydraulic conductivity in sulfatic soils. Commun. Soil Science Plant Anal. 30(15-16):2211-2220.

Rengasamy, P. 2002. Clay dispersion. In ‘Soil physical measurement and interpretation for land evaluation.’ (Eds B.M. McKenzie, et al.) pp. 200–210. (CSIRO Publishing: Melbourne).

Horváth, Balázs, Oliver Opara-Nadi, and Friedrich Beese. "A simple method for measuring the carbonate content of soils." Soil Science Society of America Journal 69.4 (2005): 1066-1068.

McCauley, A., and C. Jones. 2005. Soil and Water Management Module 2: Salinity & Sodicity Management. Montana State University publication 4481-2. Montana State University, Bozeman, MT. At: http://landresources.montana.edu/swm. Accessed June 20, 2020. 

Brennan, J. and Ulmer, M. 2010. Salinity in the Northern Great Plains, Natural Resources Conservation Service, Bismarck, N.D.

O’Geen, A. 2015. Reclaiming Saline, Sodic and Saline-sodic Soils. University of California ANR publication 8519. University of California, Richmond, CA. ISBN-13: 978-1-60107-903-9. At: http://anrcatalog.ucanr.edu.

Miller, R.O., Gavlak, R. and Horneck, D., 2013. Soil, Plant and Water Reference Methods for the Western Region, 4th Edition.

North Central Regional Research Publication No. 221 Revised August, 2015. Recommended Chemical Soil Test Procedures for the North Central Region. Agricultural Experiment Stations of Illinois, Indiana, Iowa, Kansas, Michigan, Minnesota, Missouri, Nebraska, North Dakota, Ohio, South Dakota and Wisconsin, and the U.S. Department of Agriculture cooperating.

Yangbo, H., T. DeSutter, F. Casey, D. Clay, D. Franzen and D. Steele. 2015. Field Capacity Water as Influenced by Na and EC: Implications for Subsurface Drainage. Geoderma 245-246 (2015) 83-88. North Dakota State University, Fargo, N.D. and South Dakota State University, Brookings, SD.