The use of soil surfactants is an established practice in turfgrass management. However, a reduction in irrigation water inputs has seldom been quantified on a mineral soil. The purpose of this one-season “proof-of-concept” field study was to apply soil surfactants to creeping bentgrass (Agrostis stolonifera ‘L-93’) on a clay loam rootzone and measure the amount and frequency of irrigation water needed to maintain a daily volumetric water content (VWC) above 25% with a maximum threshold of 35% during an imposed dry-down period. OARS HS (15.9 L·ha−1; 5 fl oz·1000 ft−2) or PBS150 (15.9 L·ha−1; 5 fl oz·1000 ft−2) soil surfactants each were applied three times (30 March, 27 April, 26 May 2016; 28-day interval) prior to a 63-day dry-down period (8 June - 9 August 2016). Compared to maintaining untreated plots irrigated to 35% VWC daily or untreated plots irrigated by threshold, plots treated with OARS HS or PBS150 resulted in a mean range of 36.5 to 41.9% reduction in water applied, and a mean range of 41.6 to 69.7% reduction of irrigation events. Use of soil surfactants in this field study resulted in a statistically significant (p < 0.05) savings in both amount and frequency of irrigation water inputs while maintaining acceptable turfgrass quality.

Species used in this study: creeping bentgrass (Agrostis stoloniferous L. ‘L-93’).

Chemical soil surfactants used in this study: PBS150 (100% polyoxyalkylene polymers; AquaAid Solutions, Rocky Mount, NC); OARS HS (85% octahydroxy polyoxyalkyene polymers, 7.5% amine salt of alkyl substituted maleic acid, and 7.5% inert ingredient; AquaAid Solutions, Rocky Mount, NC).

Soil surfactants, or more commonly known as “wetting agents” in the ornamental horticulture industry, have become an important and heavily relied-upon tool for water conservation with managed amenity and sports turfgrass ecosystems. In a field study on a wettable clay loam rootzone, two soil surfactants (OARS HS or PBS150; both from AquaAid Solutions, Rocky Mount, NC) were applied as sequential monthly applications to fairway-height creeping bentgrass (Agrostis stolonifera L. ‘L-93’) test plots. During an imposed 63-day dry-down period, test plots were irrigated based on a specific soil volumetric water content target. Turfgrass plots treated with OARS HS required 39.5% less irrigation water needed versus irrigating untreated turfgrass plots. PBS150-treated turfgrass required 35.6% less irrigation water versus untreated plots. For example, as extrapolated from this field study, 10 ha (25 acres) of creeping bentgrass fairways would require 15,383,853 L (4,063,984 gal) water for irrigating untreated turfgrass during that 63-day period. Turfgrass treated with OARS HS would use 9,307,231 L (2,458,710 gal) or achieve 6,076,621 L (1,605,274 gal) in water savings, and turfgrass treated with PBS150 would use 9,907,201 L (2,617,206 gal) or achieve 5,476,652 L (1,446,778 gal) in water savings. The economic benefit of reduced electrical energy consumption associated with a reduced need for operating the irrigation system was not determined. This study represents the first replicated field research investigation of turfgrass to quantify both a reduction in the amount of irrigation water inputs and a reduction in the number of irrigation events that may be accomplished with the use of soil surfactants. This study also illustrates the effectiveness of evaluating soil surfactant treatments and applications utilizing an imposed dry-down method.

Soil surfactants, also referred to commercially and to the practitioner as “wetting agents”, have become an important component in turfgrass management (Fidanza et al. 2019, 2023, Kostka 2000, Kostka and Fidanza 2017, 2018, 2019). Soil surfactant chemistries and product formulations have been reviewed by Zontek and Kostka (2012) and Fidanza et al. (2020). Golf course superintendents and sports turf managers routinely incorporate the use of soil surfactants into their agronomic maintenance programs (Bauer 2017, Jacobs and Barden 2018). With turfgrass management, soil surfactants are typically utilized to improve irrigation water use efficiency, as a component of an overall water conservation program, and to treat localized dry spot (or dry patch) and troublesome hydrophobic or water-repellent soil conditions (Cisar et al. 2000, Dekker et al. 2019, Kostka et al. 2007, Mitra et al. 2006, Moore et al. 2010, Soldat 2010).

Water-repellent field soils typically alternate between wettable and non-wettable status, and these conditions can occur during a particular season-of-the-year or between seasons due to changes with temperature, precipitation, or both (Crockford et al. 1991, Dekker and Ritsema 1994). Kuhnt (1993) noted that a soil surfactant’s performance or efficacy depends on the soil’s wettability, how the soil surfactant was applied, and the soil surfactant’s effects on the surface tension and liquid-solid (i.e., water on the soil particle surface) contact angle. Lehrsch et al. (2011) noted, however, that soil surfactants applied to wettable soils result in unknown outcomes.

In a national survey of golf course superintendents, the number one water conservation method employed was the use of soil surfactants (Gelernter et al. 2015, Lyman et al. 2007, Throssel et al, 2009). However, there is an insufficient amount of documented information that quantifies irrigation water savings in managed turfgrass as-a-result-of using of soil surfactants (Gelernter et al. 2015, Soldat et al. 2010). Therefore, the purpose of this investigation was to treat turfgrass maintained on a wettable soil rootzone with soil surfactants followed-by an imposed dry-down period, and during that dry-down period measure the frequency and amount of irrigation water inputs needed to maintain a predetermined soil volumetric water content.

The study was conducted at the Joseph Valentine Turfgrass Research Center located at The Pennsylvania State University (University Park, PA). The study site was placed under an aluminum framed hoop-house of 6.1 m (20 ft) width × 12.2 m (40 ft) length × 6.1 m (20 ft) vertical height. In mid-August 2015, during site preparation and prior to seeding with creeping bentgrass (Agrostis stoloniferous L. ‘L-93’), a 4 mL (0.15 inch) thick × 30 cm (11.8 inch) width of black plastic was placed along the entire soil perimeter of each predetermined test plot. A narrow trench was carefully hand-dug using a flat-spade to provide space for the plastic to be inserted fully just below the turfgrass surface to avoid being damaged from mowing. The plastic provided a physical barrier or “buffer zone” in-between all plots to keep rootzone water from moving or migrating into adjacent plots.

This field study was conducted inside an aluminum framed hoop-house in 2016 on eight-month-old and fully established creeping bentgrass maintained at a 12.7 mm (0.5 inch) height-of-cut, similar to golf course fairways in the Mid-Atlantic USA region (Thoms and Lindsey 2023). Turf was mowed three times per week with a reel mower, with clippings removed. Soil particle size analysis of rootzone soil samples measuring 1.9 cm (0.75 inch) diam × 10.2 cm (4 inch) depth were conducted at the Agricultural Analytical Services Laboratory (University Park, PA). Soil texture was determined as a clay loam, with 36.5% sand, 36.3% silt, and 27.2% clay (Fig. 1). The rootzone was considered wettable, since three random soil cores of 1.9 cm diam (0.75 inch) × 10.2 cm (4 inch) depth were removed prior to starting the field study for the purpose of conducting an in-field water droplet penetration test (Dekker et al. 2009), and water drop infiltration times measured ≤ 5 sec at the 1, 2, 3, and 4 cm (0.4, 0.8, 1.2, and 1.6 inch) depths.

Fig. 1

In this research, the field study rootzone particle size analysis measured 36.5% sand, 36.3% silt, and 27.2% clay ([]) for a soil textural class determination of a clay loam.

Fig. 1

In this research, the field study rootzone particle size analysis measured 36.5% sand, 36.3% silt, and 27.2% clay ([]) for a soil textural class determination of a clay loam.

Close modal

Soil surfactant treatments were as follows: OARS HS (contains 85% octahydroxy polyoxyalkyene polymers, 7.5% amine salt of alkyl substituted maleic acid, and 7.5% inert ingredient; AquaAid Solutions, Rocky Mount, NC) applied at 15.9 L·ha−1 (5 fl oz·1000 ft−2) at 28-day intervals for three applications on 30 March, 27 April, and 26 May, or PBS150 (contains 100% polyoxyalkylene polymers; AquaAid Solutions, Rocky Mount, NC) also applied at 15.9 L·ha−1 (5 fl oz·1000 ft−2) at 28-day intervals for three applications on 30 March, 27 April, and 26 May. Two non-treated (i.e., no soil surfactant applied) treatments were included and identified as Untreated-Water and Untreated-Control (Table 1).

Table 1

Summary of treatment information.

Summary of treatment information.
Summary of treatment information.

All treatments were arranged as a randomized complete block design with three replications. Individual plot size measured 0.9 m (3 ft) × 1.5 m (5 ft). All soil surfactant treatments were applied using a CO2-pressurized (275 kPa [40 psi]) back-pack sprayer, calibrated to deliver 815 L·ha−1 (2 gal·1000 ft−2) water carrier using a 11008E flat-fan nozzle resulting in 100% plot coverage. Immediately after all treatments were applied on all application dates, all soil surfactant-treated and non-treated plots received post application irrigation of approximately 76 to 88 mm (3 to 3.5 inch) water to “rinse-in” all treatments. Of note, the entire trial site was periodically treated with fungicides for the prevention of the occurrence of turfgrass diseases so as not to confound the study.

On 6-7 June 2016, the entire site was irrigated to achieve soil field capacity. On 7 June 2016, the hoop-house was covered with clear plastic to simulate a rain-out shelter effect, thereby covering the entire trial site, and preventing natural rain from interfering with the study. A dry-down period was imposed from 8 June through 9 August 2016 (63 consecutive days or nine weeks., Therefore, both soil surfactants were applied at two or three times prior to the dry-down period. Each day during the dry-down period, at approximately 0900 hr, each individual plot was measured for percent volumetric water content (VWC) to a rootzone depth of 7.6 cm (3 inch) using a Spectrum FieldScout 150 (Spectrum Technologies, Aurora, IL). A mean of three VWC readings was obtained from random locations within each plot. A rootzone VWC of 25% was set as the minimum threshold, and 35% VWC was set as the maximum threshold, which reflects managing turfgrass on mineral or native soil (Hummel 1993, Kammerer 2019). Also, the volumetric water content for a typical clay loam soil is listed at 16% for permanent wilting point, and 36% field capacity (https://www.specmeters.com/assets/1/22/Soil_postcard.pdf). With each soil surfactant-treated plot or Untreated-Water plot on each day during the dry down period, if mean VWC measured ≤ 25%, irrigation water was slowly added with a 3.78 L (1 gal) volume watering container to return VWC to 35% as indicated by periodically measuring the VWC, and the total quantity of water added was recorded for that plot. If the VWC measured > 25%, no water was added to that plot. The watering event or frequency for each plot on each day also was recorded as needed. With each Untreated-Control plot, water was added daily or as needed to maintain 35% VWC for each day during the dry-down period.

Turfgrass quality was evaluated at the start, half-way, and at the end of the dry-down period for creeping bentgrass maintained as a typical golf course fairway (Kammerer 2019). Turfgrass quality was determined on a visual 1 to 9 scale, with 9 = best quality (color, uniformity, density, plant health), 5 = minimum acceptable quality, and 1 = worst quality.

All data (i.e., frequency of watering per plot, amount of water added per plot, and turfgrass quality) were subjected to analysis of variance using Agricultural Research Manager (Gylling Data Management; Brookings, SD). Treatment means were compared using Fisher’s protected least significant difference test at p ≤ 0.05 (Mead et al. 2003).

Irrigation water amount.

Turfgrass plots treated with either soil surfactant (i.e., PBS150 or OARS HS) applied three times prior to the imposed dry-down period required significantly less water input (range of 127.9 to 134.3 L [33.8 to 35.5 gal]) versus Untreated-Water or Untreated-Control plots (range of 211.4 to 220.2 L [55.8 to 58.2 gal]) during the dry-down period (Fig. 2). Water use during dry-down was statistically similar when comparing PBS150 (134.3 L [35.5 gal]) to OARS HS (127.9 L [33.8 gal]), or when comparing Untreated-Water (211.4 L [55.8 gal]) versus Untreated-Control (220.2 L [58.2 gal]). When comparing soil surfactant treatments to the Untreated-Control during the dry-down period, plots treated with PBS150 or OARS HS resulted in a range of 39.0 to 41.9% reduction in irrigation water consumption versus the Untreated-Control, or a range of 36.5 to 39.4% reduction in irrigation water consumptions versus Untreated-Water. The plots irrigated by threshold (i.e., Untreated-Water as previously described in the Materials and Methods section) only resulted in a 3.9% reduction in irrigation water consumption versus plots irrigated daily (i.e., Untreated-Control).

Fig. 2

Mean total amount of irrigation water (L; 3.78 L = 1 gal) added back per 1.39 m−2 (15 ft−2) plot per treatment during the dry down period (8 June - 9 August 2016), and mean percent reduction of irrigation water use per treatment compared to the Untreated-Control and Untreated-Water during the dry down period. Treatments were: PBS150 (100% polyoxyalkylene polymers; AquaAid Solutions, Rocky Mount, NC); OARS HS (85% octahydroxy polyoxyalkyene polymers, 7.5% amine salt of alkyl substituted maleic acid, and 7.5% inert ingredient; AquaAid Solutions, Rocky Mount, NC); during dry-down period, volumetric water content (VWC) at 7.6 cm (3 inch) depth measured daily in each plot; if VWC measured ≤ 25%, plot was irrigated to 35% VWC; Untreated-Water plots were not treated with a soil surfactant, and only irrigated to 35% VWC when VWC measured ≤ 25%; Untreated-Control plots were not treated with a soil surfactant, but irrigated daily or as needed to maintain 35% VWC; calendar dates (28-day interval) for 3 applications = 30 March, 27 April, and 26 May 2016. Treatment means followed-by the same letter are not significantly different at p ≤ 0.05 according to Fisher’s protected least significant difference test.

Fig. 2

Mean total amount of irrigation water (L; 3.78 L = 1 gal) added back per 1.39 m−2 (15 ft−2) plot per treatment during the dry down period (8 June - 9 August 2016), and mean percent reduction of irrigation water use per treatment compared to the Untreated-Control and Untreated-Water during the dry down period. Treatments were: PBS150 (100% polyoxyalkylene polymers; AquaAid Solutions, Rocky Mount, NC); OARS HS (85% octahydroxy polyoxyalkyene polymers, 7.5% amine salt of alkyl substituted maleic acid, and 7.5% inert ingredient; AquaAid Solutions, Rocky Mount, NC); during dry-down period, volumetric water content (VWC) at 7.6 cm (3 inch) depth measured daily in each plot; if VWC measured ≤ 25%, plot was irrigated to 35% VWC; Untreated-Water plots were not treated with a soil surfactant, and only irrigated to 35% VWC when VWC measured ≤ 25%; Untreated-Control plots were not treated with a soil surfactant, but irrigated daily or as needed to maintain 35% VWC; calendar dates (28-day interval) for 3 applications = 30 March, 27 April, and 26 May 2016. Treatment means followed-by the same letter are not significantly different at p ≤ 0.05 according to Fisher’s protected least significant difference test.

Close modal

Therefore, irrigating turfgrass during the dry-down period with water only (i.e., soil surfactants not applied to Untreated-Water or Untreated-Control plots) required significantly more water use versus turfgrass treated with three applications from either soil surfactant. Thus, irrigating soil surfactant-treated turfgrass during the dry-down period resulted in a measurable reduction of water use (i.e., irrigation water savings). This is the first documented, replicated field study with mineral soil to quantify an actual amount of irrigation water utilized for soil surfactant-treated turfgrass, as well as quantify a significant reduction in water amount utilized with soil surfactant-treated turfgrass.

It is not evident from this field trial as to the specific plant-soil relationship or mechanism responsible for this reduction or optimization in water use from soil surfactant-treated turfgrass (Ahmadi et al. 2017, 2018). Lehrsch et al. (2011) speculated that soil surfactant-treated soil particle surfaces within the rootzone resulted in a decrease in the liquid-solid contact angle of water (i.e., those surfaces became wettable), and therefore more water or films of water would be retained within soil pore spaces. Ahmed et al. (2016) investigated rhizosphere wetting kinetics and determined that a soil surfactant application may influence plant transpiration and root rehydration functions. Since soil moisture meters or sensors would therefore measure a higher amount of volumetric water content in the rootzone, the turfgrass practitioner may perceive this as the soil or rootzone is “holding” water (Kostka and Fidanza, 2019). Soil scientists, however, would refer to this soil water property as “retention” (Weil and Brady, 2017). With water retained in the soil, the root-to-soil connectivity within the rhizosphere could be improved and maximized, particularly during abiotic and biotic stress (Carminati and Vetterlein 2014; Carminati et al., 2010, 2011, 2016). O’Brien et al. (2023).

Irrigation event frequency

Turfgrass plots treated with either soil surfactant (i.e., PBS150 or OARS HS) applied three times prior to the imposed dry-down period (i.e., 63 days) required a significantly lower number of irrigation events (range of 13 to 14) versus Untreated-Water (24) or Untreated-Control plots (43) (Table 2; Fig. 3). Untreated-Control plots required more frequent irrigation (43 of 63 days) but with lower amounts of water needed with each irrigation event at a mean of 5.1 L (1.3 gal) compared to all other treatments. Compared to Untreated-Control plots, the Untreated-Water plots required less frequent irrigation (24 of 63 days) and a mean of 8.8 L (2.3 gal) of water with each irrigation event. Thus, Untreated-Control plots required a frequent (i.e., occurrence) and light (i.e., amount) irrigation strategy.

Fig. 3

Mean total amount of irrigation water (L; 3.78 L = 1 gal) added back per 1.39 m−2 (15 ft−2) plot per treatment for each day during the dry down period (8 June - 9 August 2016). Treatments were: PBS 150 (100% polyoxyalkylene polymers; AquaAid Solutions, Rocky Mount, NC); OARS HS (85% octahydroxy polyoxyalkyene polymers, 7.5% amine salt of alkyl substituted maleic acid, and 7.5% inert ingredient; AquaAid Solutions, Rocky Mount, NC); during dry-down period, volumetric water content (VWC) at 7.6 cm (3 inch) depth measured daily in each plot; if VWC measured ≤ 25%, plot was irrigated to 35% VWC; Untreated-Water plots were not treated with a soil surfactant, and only irrigated to 35% VWC when VWC measured ≤ 25%; Untreated-Control plots were not treated with a soil surfactant, but irrigated daily or as needed to maintain 35% VWC; calendar dates (28-day interval) for 3 applications = 30 March, 27 April, and 26 May 2016. Treatment means followed-by the same letter are not significantly different at p ≤ 0.05 according to Fisher’s protected least significant difference test.

Fig. 3

Mean total amount of irrigation water (L; 3.78 L = 1 gal) added back per 1.39 m−2 (15 ft−2) plot per treatment for each day during the dry down period (8 June - 9 August 2016). Treatments were: PBS 150 (100% polyoxyalkylene polymers; AquaAid Solutions, Rocky Mount, NC); OARS HS (85% octahydroxy polyoxyalkyene polymers, 7.5% amine salt of alkyl substituted maleic acid, and 7.5% inert ingredient; AquaAid Solutions, Rocky Mount, NC); during dry-down period, volumetric water content (VWC) at 7.6 cm (3 inch) depth measured daily in each plot; if VWC measured ≤ 25%, plot was irrigated to 35% VWC; Untreated-Water plots were not treated with a soil surfactant, and only irrigated to 35% VWC when VWC measured ≤ 25%; Untreated-Control plots were not treated with a soil surfactant, but irrigated daily or as needed to maintain 35% VWC; calendar dates (28-day interval) for 3 applications = 30 March, 27 April, and 26 May 2016. Treatment means followed-by the same letter are not significantly different at p ≤ 0.05 according to Fisher’s protected least significant difference test.

Close modal
Table 2

Mean total number of irrigation events per treatment and mean amount of water added per irrigation event during the dry down period (8 June - 9 August 2016).

Mean total number of irrigation events per treatment and mean amount of water added per irrigation event during the dry down period (8 June - 9 August 2016).
Mean total number of irrigation events per treatment and mean amount of water added per irrigation event during the dry down period (8 June - 9 August 2016).

Plots that received either soil surfactant treatment required less frequent irrigation occurrence (range of 13 to 14 of 63 days) but a higher amount of water with each irrigation event (range of 9.1 [2.4 gal] to 10.3 L [2.7 gal]). Therefore, soil surfactant-treated plots required an infrequent (i.e., occurrence) and heavier (i.e., amount) irrigation strategy. Thus, turfgrass treated with a soil surfactant or more specifically treated with a soil surfactant program should be a consideration with the turfgrass practitioner when developing an irrigation water use conservation or best management practices strategy (DaCosta and Huang 2005, Gross 2004, Moeller 2013, Whitlark 2022). This is the first documented, replicated field study with mineral soil to quantify a significant reduction in the frequency of irrigation events needed with soil surfactant-treated turfgrass. The potential economic benefit of reduced electrical energy consumption associated with a reduced demand for operating the irrigation system was not determined.

Turfgrass quality

Turfgrass quality was considered acceptable for all plots and all treatments throughout the duration of this field study, and therefore turfgrass quality was not considered to be a confounding factor with measuring irrigation water inputs during the dry-down period (Table 3). Overall turfgrass quality may have been slightly reduced during the dry-down period since the structure over the study site was covered with plastic (i.e., to prevent natural rain from reaching the plots). Of note, no quantifiable measurements relating to daily light integral or photosynthetic efficiency were conducted during the dry-down period.

Table 3

Mean turfgrass quality per treatment during the dry down period (8 June - 9 August 2016).

Mean turfgrass quality per treatment during the dry down period (8 June - 9 August 2016).
Mean turfgrass quality per treatment during the dry down period (8 June - 9 August 2016).

In conclusion, this is the first field study to quantify a reduction in irrigation water use and frequency (i.e., irrigation events) with turfgrass treated with a soil surfactant. For example, as calculated from this field study, 10 ha (25 acres) of creeping bentgrass fairways would require 15,383,853 L (4,063,984 gal) water for irrigating untreated turfgrass during the 63-day dry-down period. Turfgrass treated with OARS HS would use 9,307,231 L (2,458,710 gal) water for 6,076,621 L (1,605,273 gal) in water savings, and turfgrass treated with PBS150 would use 9,907,201 L (2,617,205 gal) water for 5,476,652 L (1,446,778 gal) in water savings. Soil surfactant-treated turfgrass was irrigated 13 to 14 times versus 24 times with untreated turfgrass, representing a 42 to 46% reduction in irrigation frequency required while maintaining acceptable turfgrass quality. The “dry-down” experimental method employed in this field study could be a useful technique for future research on evaluating soil surfactants for water conservation and utilization in turfgrass management (Schiavon and Serena, 2023).

Ahmadi,
K.,
Zarebanadkouki,
M.,
Ahmed,
M.A.,
Ferrarini,
A.,
Kazyakov,
Y.,
Kostka,
S.,
and
Carminati
A.
2017
.
Rhizosphere engineering: Innovative improvement of root environment
.
Rhizosphere
3
:
176
-
184
. https://doi.org/10.1016/j.rhisph.2017.04.015.
Ahmadi,
K.,
Razavi,
B.S.,
Maharjan,
M.,
Kuzyakov,
Y.,
Kostka,
S.J.,
Carminati,
A.,
and
Zarebanadkouki
M.
2018
.
Effects of rhizosphere wettability on microbial biomass, enzyme activities and localization
.
Rhizosphere
7
:
35
-
42
. https://doi.org/10.1016/j.rhisph.2018.06.010.
Ahmed,
M.A.,
Zarenbanadkouki,
M.,
Ahmadi,
K.,
Kroener,
E.,
Kostka,
S.,
Kaestner,
A.,
and
Carminati
A.
2016
.
Engineering rhizosphere hydraulics: Pathways to improve plant adaptation to drought
.
Vadose Zone J
. .
Bauer,
S.
2017
.
Managing sports turf using wetting agents: A case for full-field applications
.
SportsTurf
33
(
12
):
8
-
10
.
Carminati,
A.
and
Vetterlein
D.
2013
.
Plasticity of rhizosphere hydraulic properties as a key for efficient utilization of scarce resources
.
Annals of Botany
112
:
277
-
290
.
Carminati,
A.,
Moradi,
A.,
Vetterlein,
D.,
Vontobel,
P.,
Lehmann,
E.,
Weller,
U.,
Vogel,
H.-J.,
and
Oswald
S.E.
2010
.
Dynamics of soil water content in the rhizosphere
.
Plant and Soil
332
:
163
176
.
Carminati,
A.,
Schneider,
C.L.,
Moradi,
A.B,
Zarebanadkouki,
M.,
Vetterlein,
D.,
Vogel,
H.-J.,
Hildebrandt,
A.,
and
Weller
U.
2011
.
How the rhizosphere may favor water availability to roots
.
Vadose Zone Journal
.
10
:
988
998
.
Carminati,
A.,
Zarebanadkouki,
M.,
Kroener,
N.,
Ahmed,
M.A.,
and
Holz
M.
2016
.
Biophysical rhizosphere processes affecting root water uptake
.
Annuals of Botany
118
:
561
-
571
.
Cisar,
J.L.,
Williams,
K.E.,
Vivas,
H.E.,
and
Haydu
J.J.
2000
.
The occurrence and alleviation by surfactants of soil water repellency on sand-based turfgrass systems
.
J. Hydrology
231-232
:
352
-
358
.
Crockford,
H.,
Topalidis,
S.,
and
Richardson
D.P.
1991
.
Water repellency in a dry sclerophyll eucalypt forest - measurements and processes
.
Hydrological Processes
5
:
405
-
420
.
DaCosta,
M.
and
Huang
B.
2005
.
Minimum water requirements for creeping, colonial, and velvet bentgrasses under fairway conditions
.
Crop Science
46
:
81
-
89
.
Dekker,
L.W.
and
Ritsema
C.J.
1994
.
How water moves in a water repellent sandy soil. I. Potential and actual water repellency
.
Water Resources Research
30
:
2507
-
2517
.
Dekker,
L.W.,
Ritsema,
C.,
and
Geissen
V.
2019
.
Effects of a soil surfactant on grass performance and soil wetting of a fairway prone to water repellency
.
Geoderma
338
:
481
-
492
.
Dekker,
L.W.,
Ritsema,
C.J.,
Oostindie,
K.,
Moore,
D.,
and
Wesseling
J.G.
2009
.
Methods for determining soil water repellency on field-moist samples
.
Water Resources Research
45
:
W00D33
.
Fidanza,
M.,
Bigelow,
C.,
Kostka,
S.,
Ervin,
E.,
Gaussoin,
R.,
Rossi,
F.,
Cisar,
J.,
Dinelli,
F.D.,
Pope,
J.,
and
Steffel
J.
2023
. Advances in biostimulants in turfgrass. p.
469
-
501
. In
Fidanza,
M.
(Ed.),
Achieving sustainable turfgrass management
.
Burleigh Dodds Science Publishing
;
Cambridge, UK
.
Fidanza,
M.,
Kostka,
S.,
and
Bigelow
C.
2020
.
Communication of soil water repellency causes, problems, and solutions of intensively managed amenity turf from 2000 to 2020
.
Journal of Hydrology and Hydromechanics
68
:
306
-
312
.
Fidanza,
M.,
Kostka,
S.,
Ervin,
E.,
and
Bigelow
C.
2019
.
The European Union's view on biostimulants: What may be coming our way
.
Golf Course Management
87
(
9
):
58
-
62
.
Gelernter,
W.D.,
Stowell
L.J.,
Johnson
M.E.,
Brown
C.B.,
and
Beditz
J.F.
2015
.
Documenting trends in water use and conservation practices on U.S. golf courses
.
Crop, Forage and Turfgrass Management
. .
Gross,
P.J.
2004
.
Making every drop count
.
USGA Green Section Record
42
(
5
):
9
-
11
.
Hummel,
N.W.
1993
.
Rationale for the revisions of the USGA green construction specifications
.
USGA Green Section Record
31
(
2
):
7
-
21
.
Jacobs,
P.
and
Barden
A.
2018
.
Factors to consider when developing a wetting agent program
.
USGA Green Section Record
56
(
9
):
1
-
6
.
Kammerer,
S.
2019
.
Golf course fairways - managing quality and playability
.
USGA Green Section Record
57
(
17
):
1
-
2
.
Kostka,
S.J.
2000
.
Amelioration of water repellency in highly managed soils and the enhancement of turfgrass performance through the systematic application of surfactants
.
Journal of Hydrology
231-232
:
359
-
368
.
Kostka,
S.
and
Fidanza
M.
2017
.
Biostimulants, revisited
.
SportsTurf
33
(
9
):
8
-
13
.
Kostka,
S.
and
Fidanza
M.
2018
.
The quagmire that is soil surfactants in golf and sports turf management
.
ASA, CSSA and SSSA International Annual Meetings. Agronomy Abstracts
p.
113267
.
Kostka,
S.
and
Fidanza
M.
2019
.
Soil surfactant usage based on solid science
.
Golf Course Industry
,
online
. https://www.golfcourseindustry.com/article/soil-surfactant-research-guidance/. Accessed January 25, 2023.
Kostka,
S.J.,
Cisar,
J.L.,
Mitra,
S.,
Park,
D.M.,
Ritsema,
C.J.,
Dekker,
L.W.,
and
Franklin
M.A.
2007
.
Irrigation efficiency: Soil surfactants can save water and help maintain turfgrass quality
.
Golf Course Industry
,
online
. https://www.golfcourseindustry.com/article/irrigation-efficiency–research. Accessed January 25, 2023.
Kuhnt
G.
1993
.
Behavior and fate of surfactants in soil
.
Environmental Toxicology and Chemistry
12
:
1813
-
1820
.
Lehrsch,
G.A.,
Sojka,
R.E.,
Reed,
J.L.,
Henderson,
R.A.,
and
Kostka
S.J.
2011
.
Surfactant and irrigation effects on wettable soils: runoff, erosion, and water retention responses
.
Hydrological Processes
25
:
766
-
777
.
Lyman,
G.T.,
Throssell
C.S.,
Johnson
M.E.,
and
Stacey
G.A.
2007
.
Golf course profile describes turfgrass, landscape and environmental stewardship features
.
Applied Turfgrass Science
. .
Mead,
R.,
Curnow
R.N.,
and
Hasted
A.M.
2003
.
Statistical methods in agriculture and experimental biology
. 3rd ed.
Chapman and Hall/CRS Press
,
Boca Raton, FL
.
488
p.
Mitra,
S.,
Vis,
E.,
Kumar,
R.,
Plumb,
R.,
and
Mam
M.
2006
.
Wetting agent and cultural practices increase infiltration and reduce runoff losses of irrigation water
.
Biologia
61
(
Suppl. 19
):
S353
S357
.
Moeller,
A.
2013
.
Irrigate for playability and turf health, not color
.
USGA Green Section Record
51
(
2
):
1
-
6
.
Moore,
D.,
Kostka,
S.J.,
Boerth,
T.J.,
Franklin,
M.,
Ritsema,
C.J.,
Dekker,
L.W,
Oostindie
K.,
Stoof,
C.,
and
Wesseling
J.
2010
.
The effect of soil surfactants on soil hydrological behavior, the plant growth environment, irrigation efficiency and water conservation
.
Journal of Hydrology and Hydromechanics
58
(
3
):
142
-
148
.
Schiavon,
M.
and
Serena
M.
2023
. Advances in irrigation and water management of turfgrass. p.
157
-
196
. In
Fidanza,
M.
(Ed.),
Achieving sustainable turfgrass management
.
Burleigh Dodds Science Publishing
;
Cambridge, UK
.
Soldat,
D.J.,
Lowery
B.,
and
Kussow
W.R.
2010
.
Surfactants increase uniformity of soil and water content and reduce water repellency on sand-based golf putting greens
.
Soil Science
175
(
3
):
111
-
117
.
Thoms,
A.W.
and
Lindsey
A.J.
Advances of maintenance practices of turfgrass. In
Fidanza,
M.
(Ed.),
Achieving sustainable turfgrass management
.
Burleigh Dodds Science Publishing
;
Cambridge, UK
. p.
197
-
232
.
Throssell,
C.S.,
Lyman
G.T.,
Johnson
M.E.,
Stacey
G.A.,
and
Brown
C.D.
2009
.
Golf course environmental profile measures water use, source, cost, quality, and management and conservation strategies. Applied Turfgrass Science
. .
Weil,
R.R.
and
Brady
N.C.
2017
.
The nature and properties of soil
. 15th ed.
Pearson Education
,
New York, NY
.
1,104
p.
Whitlark,
B.
2022
.
Water reduction strategies that are making an impact
.
USGA Green Section Record
https://www.usga.org/content/usga/home-page/course-care/green-section-record/60/02/water-reduction-strategies-that-are-making-an-impact–.html. Accessed January 25, 2023.
Zontek,
S.J.
and
Kostka
S.J.
2012
.
Understanding the different wetting agent chemistries
.
USGA Green Section Record
. Vol
50
(
15
):
1
-
6
.

Author notes

1

Funding to support this research was graciously provided by the Pennsylvania Turfgrass Council (State College, PA).