Introduction
The crop coefficient method as described in Food and Agriculture Organization (FAO) Irrigation and Drainage Paper 56 (FAO-56) (
Allen et al. 1998) is commonly used to estimate evapotranspiration of crops and other vegetated surfaces. In this method, the evapotranspiration of a nonstressed crop (
) is the product of the calculated evapotranspiration of a standardized reference crop (
) multiplied by a crop coefficient specific to a crop, the growth stage, and growing conditions. Dual crop coefficients are used to separate the contribution of wet soil evaporation from transpiration (plus minor diffusive evaporation through a dry soil surface) of a nonstressed crop
where
= basal crop coefficient for the nonstressed or standard condition; and
= wet soil evaporation coefficient. Under the nonstandard condition in which inadequate soil water restricts the ability of the crop to meet the evaporative potential of the atmosphere, a stress coefficient (
) is used to scale the depression of transpiration due to water deficit
where
= actual crop evapotranspiration. Plant transpiration is related to the ability of the plant to extract water from the soil into its roots and transport it to the leaves at a rate sufficient to meet the evaporative demand of the atmosphere at the stomates. When root water uptake is limited by large negative soil water potential due to soil water deficit (SWD), stomata close to preserve plant turgor. Stomata closure is represented in the Penman-Monteith combination equation by an increase in bulk surface resistance (
Jensen and Allen 2016;
Ortega-Farias et al. 2006).
Scientists have been studying the effects of inadequate soil water content on plant transpiration for more than
. Table
1 lists several plant water stress studies that have related soil water potential (SWP) or soil water content (SWC) to
or
. The first article (
Veihmeyer and Hendrickson 1955), supplemented by several discussion responses, reviews many of the studies prior to 1960. Many of the listed studies between 1960 and 1980 were conducted in lysimeters in which
and changes in SWC could be precisely measured. Most concluded that there is a threshold SWP above which transpiration is not affected, although the proposed threshold varied among studies. Factors that were proposed to affect the threshold other than SWP included plant species, atmospheric evaporative demand, soil type, and root distribution. Most studies concluded that
approached 0 as the SWP in the root zone approached about
, commonly termed the permanent wilting point (PWP). Between the threshold and PWP, several studies observed that
decreased linearly with the logarithm of SWP.
Although the plant’s ability to absorb water is directly related to the SWP near the roots, both SWP and soil hydraulic conductivity are related to SWC, which enables a relationship between
and SWC. A relationship between
and SWC is useful because SWC can be measured or predicted through water balance calculations. By scaling SWC between the SWP at about 30 kPa, referred to as field capacity to hold water following drainage (FC), and PWP, relationships between
and relative soil water deficit (rSWD) have been developed
where SWD = FC–SWC; and TAW = total available water = FC–PWP.
Most of the studies in Table
1 published after 1980 were designed to validate a
relationship within the two-step (crop coefficient times
) approach [e.g., Eq. (
2)] under water deficit conditions by comparing predicted
with field water balance estimated
. Several
relationships have been proposed. Jensen et al. (
1970) proposed a logarithmic stress coefficient relationship for use in irrigation scheduling
This curvilinear relationship assumes the threshold is 0 such that approaches 1 as rSWD approaches 0.
Doorenbos and Kassam (
1979) assumed a linear relationship between the threshold rSWD and PWP
where
= threshold rSWD; and
, which increases linearly from 0 at the threshold to 1.0 at PWP. This relationship was later adopted by Allen et al. (
1998) in FAO-56. In both Doorenbos and Kassam (
1979) and FAO-56, proposed threshold values are near 0.5 for many cereal crops, slightly less than 0.5 for sensitive, shallow-rooted crops, and slightly greater than 0.5 for stress-tolerant deep-rooted crops. Both publications propose that
is negatively related to
and changes by 0.04 for each
deviation of
above or below
.
Boonyatharokul and Walker (
1979) proposed a power curve stress coefficient relationship
in which
and
= coefficients dependent on the distribution of root water uptake, the saturated hydraulic conductivity, and
. Like Jensen et al. (
1970), they assumed no threshold (i.e.,
) such that
approaches 1 as rSWD approaches 0.
The AquaCrop model (
Raes et al. 2018) uses an exponential relationship to model crop stress effects, including water deficit, on
. The AquaCrop
for
is
where
= shape factor. As previously, for
,
. Similar to the FAO-56 relationship, the threshold is adjusted for
values above or below
.
Past studies have shown that
is related to the crop interception of solar radiation, which is related to the fractional canopy ground cover (
) (
Allen and Pereira 2009;
Pereira et al. 2020). Because water stress can reduce the rate of plant growth, prior cumulative soil water deficit may reduce the canopy ground cover and plant height (
Trout and DeJonge 2017). Thus, current
may be affected by both prior and current SWD.
The goal of this paper is to measure the impact of SWD on measured by field water balance for of maize deficit irrigation field trials. Our hypothesis is that both the impact of prior water deficit on plant growth and canopy ground cover and the impact of current water deficit on stomatal resistance must be considered and can be modeled.
Methods
Experimental Site and Agronomic Practices
The field experiments were carried out at the USDA-Agricultural Research Service Limited Irrigation Research Farm (LIRF) located northeast of Greeley, Colorado (40°26′50″ N, 104°38′1″ W, and 1,425 m above sea level). The farm is located within a region of irrigated farmland, and irrigated fields surround the farm except for a 300-m-wide strip of rainfed grass east (predominately downwind) of the farm. The 16-ha facility was developed to conduct research on irrigated crop water requirements and crop response to deficit irrigation. The average annual precipitation at the semiarid site at the western edge of the central High Plains is 350 mm, with 215 mm between May 1 and September 30 (
PRISM Climate Group 2015). Annual and seasonal average precipitation during the
of the study (325 and 197 mm, respectively) were slightly below normal due primarily to low seasonal precipitation in 2012.
A 4-ha experimental field on the farm was divided into four equal crop sections in 2008–2011 (Fig.
1). Maize (
Zea mays L.) was grown in rotation with sunflower (
Helianthus annuus), dry bean (
Phaseolus vulgaris), and winter wheat (
Triticum aestivum). Maize was grown for 1 year in each section of the field following winter wheat. Each field section was divided into four replicate blocks with six
plots containing 12 north–south-oriented crop rows (0.76-m row spacing) to which six irrigation treatments were randomly assigned (randomized block design). The irrigation treatments followed the same treatment of the preceding crops. The east and west edges of each crop section contained a 6-row fully irrigated buffer.
In 2012 and 2013, the experimental design was modified to include 12 irrigation treatments (
Comas et al. 2019) and a two-crop rotation (maize and sunflower). Thus, Field Sections A and B contained maize in 2012 and Sections C and D contained maize in 2013. Of the 12 treatments, only the six treatments that most closely matched the 2008–2011 treatments were included in this study.
The largest portion of the field experimental area contains Olney fine sandy loam soil (fine-loamy, mixed, superactive, mesic Ustic Haplargids). Other soils in the field are Nunn clay loam (fine, smectitic, mesic Aridic Argiustolls) (Blocks 3 and 4 of Section D), and Otero sandy loam (coarse-loamy, mixed, superactive, calcareous, mesic Aridic Ustorthents) (most of Section A) (
USDA-NRCS 2015). The soils were classified predominately as sandy loams with some areas and layers of sandy clay loams and loamy sands. The field capacity water content of soil horizons averaged
at
depth,
at
depth, and
at
depth. The effective root zone depth was assumed to be
because very little maize water uptake (less than 1% of seasonal
) was measured below this depth. Total plant available water (TAW) was estimated from pressure plate analysis to be 50% of field capacity, or about 114 mm in the
root zone depth. Trout and Bausch (
2017) provide details of the site soils.
Crop Management
DeKalb variety DKC 52-59 (VT3) maize seed was planted in 2008–2011 and DKC 52-04 in 2012–2013 with a John Deere Maxiplex planter (Deere, Moline, Illinois) in early May at . Final plant populations averaged . These similar 102-day maturity class varieties were commonly used in the region at the time of the study. The varieties allowed good herbicide-based weed control and minimized lepidopteran (ear and root borer) insect damage.
The crops were managed to achieve high yields under fully irrigated conditions. Reduced tillage (minimum tillage in 2008, no tillage in 2009, and strip tillage in 2010–2013) were used to maintain surface residue from the previous wheat crop (approximately 50% residue cover at planting) and minimize surface evaporation and precipitation runoff. Nitrogen and phosphorous fertilizers were sidedress-applied at planting and additional nitrogen was applied through the irrigation water to meet fertility requirements based on expected yields at full irrigation.
In 2008, 2009, 2011, and 2012, sprinkler irrigation was applied following planting to ensure adequate soil water for seed germination and to incorporate herbicide. In the remaining years, spring rainfall was adequate for germination and herbicide incorporation.
Irrigation Treatments
The six irrigation treatments, T1–T6, were designed to meet portions of full crop water requirements. The treatments were (the 2012–2013 treatments in parentheses)
•
T1: 100% (100%) of crop water requirements (no stress),
•
T4: 70% (65% before anthesis, 50% after anthesis) of T1,
The full irrigation treatment, T1, was irrigated such that water availability (irrigation plus precipitation plus stored soil water) was adequate to meet crop water requirements. The remaining treatments were irrigated to achieve total water applications (irrigation plus precipitation) that approximated the target relative ETa treatment amounts.
All treatments were fully irrigated until growth stage V7 (seven leaves,
Abendroth et al. 2011) to ensure good crop stands and proper formation of reproductive organs. Water stress treatments were applied from V7 until crop maturity, but stress was temporarily reduced for all treatments during the reproductive and early seed formation growth stages (VT–R2) to ensure adequate pollination and seed initiation. Irrigation was terminated when the crop reached physiological maturity (R6).
Irrigation Control and Water Balance Measurements
Weather data from a Colorado Agricultural Meteorological Network (CoAgMet) automated ET weather station (GLY04) located on a 0.4-ha irrigated grass lawn adjacent to the research field was used to calculate hourly ASCE standardized Penman-Monteith alfalfa and grass reference evapotranspiration (
ETrs and
ETo, respectively) (
ASCE 2005). The hourly weather data were checked for errors by comparing with expected values and data trends from nearby weather stations (
ASCE 2005, Appendix D). Precipitation was measured with a tipping bucket rain gauge at the weather station and two tipping bucket gauges within the plots.
Crop water use of the fully irrigated treatment was estimated using the FAO-56 methodology (
Allen et al. 1998) with the alfalfa
ETrs and basal crop coefficients adapted from Table E-2 in Jensen and Allen (
2016) and adjusted for measured crop canopy growth and senescence. Irrigations were applied every
, depending on the projected soil water deficits and forecast precipitation. During midseason, irrigation was applied every
for most treatments. Irrigation amount was based on estimated crop water use minus any precipitation amounts since the last irrigation and adjusted as needed based on measured soil water deficits to maintain
in the active root zone.
Irrigation water from a groundwater well was delivered to the end of each plot through an underground PVC pipe and applied through a surface drip irrigation system with thick-walled drip tubing ( outside diameter, wall thickness, in-line emitter spacing, emitter flow rate) placed near each plant row. The tubing was installed each year after planting and removed before harvest. Irrigation applications to each treatment were measured with turbine flowmeters (Badger Recordall Turbo 160 with RTR transmitters, Badger Meters, Milwaukee, Wisconsin). Meters were cross calibrated to ensure accuracy and consistency. Maximum deviation among meters was at the beginning of the experiment and at the end of the experimental period. Irrigation applications were controlled by and recorded with Campbell Scientific CR1000 data loggers (Campbell Scientific, Logan, Utah). A constant-pressure water supply controlled with a variable frequency drive booster pump, low-pressure loss in the delivery system, and relatively flat topography resulted in predicted water distribution uniformity among and within plots exceeding 95%.
Soil water content was measured two or three times each week before and sometimes after irrigation in the crop row near the center of each plot. Soil water content was measured in 30-cm-depth increments between 30- and depth, and at depth with a neutron soil moisture meter (NMM) (CPN-503 Hydroprobe, InstroTek, San Francisco). The NMM was calibrated gravimetrically at the site and the calibration was verified annually. The calibration was used to convert instrument relative counts to volumetric SWC. The NMM measures SWC within an approximately radius from the measurement point and was assumed to represent the soil profile within of the measurement depth (e.g., the depth measurement represented the depth). The SWC in the surface was measured in the row near the NMM access tube with a portable time-domain reflectometer (Minitrase, Soilmoisture Equipment, Santa Barbara, California) with 15-cm-long electrodes.
The SWC was converted to rSWD by Eq. (
3). The maximum root zone depth was determined to be 1.05 m based on minimal soil water uptake measured at and below 1.2-m depth. The active root zone was estimated to increase to the maximum at growth stage R2. FC for each measurement depth was assumed to be the SWC measured 24 h after a precipitation or irrigation that caused water movement to lower soil layers.
Green canopy ground cover (
) was measured in the center of each plot approximately weekly near solar noon with a digital camera from a nadir view 6 m above the ground surface. The camera field of view encompassed
. The digital image pixels were differentiated between green plant canopy and background (soil, surface residue, and senesced leaves) with manually trained image analysis software (
DeJonge et al. 2016). The
was calculated as ratio of green pixels to total pixels. Daily
values were interpolated between measured values.
Additional details of field conditions and methodology used in this trial are described in Trout and Bausch (
2017). Complete detailed climatic, water balance and crop phenology data for the 2008–2011 and 2012 and 2013 seasons are available from USDA-National Agricultural Library (
2016,
2018).
Evapotranspiration and Ks Calculations
Crop evapotranspiration was calculated based on the water balance
where
= change in soil water content in the root zone;
= irrigation application;
= precipitation;
= upflux of water from groundwater;
= deep percolation loss of soil water below the root zone;
= surface runoff of precipitation or irrigation; and
ETa = crop evapotranspiration, the loss of water to the atmosphere; with all units in equivalent millimeter depth. For the experimental field,
was assumed to be zero because the groundwater table was
below the surface and
was assumed to be zero due to small field slopes, adequate soil infiltration, surface residue, and drip irrigation. Thus, for this study,
ETa was estimated by rearranging Eq. (
8a) as
Soil water storage in the 1.05-m root zone was calculated from the SWC measurements (average of four replications) at the 0–15, 30, 60, and 90 cm depths, converted to equivalent water depths.
Deep percolation was assumed to occur when precipitation exceeded the total SWD in the full root zone (1.05 m) at the time of precipitation and was calculated as the precipitation amount minus SWD measured before the precipitation and minus estimated ETa between the SWD measurement and the precipitation. An increase in SWC below the root zone following precipitation provided confirmation of . Due to the semiarid climate and careful irrigation scheduling, losses estimated by this methodology occurred only in 2008 following a large precipitation event (95 mm in 3 days).
Wet soil surface evaporation (
) was estimated for the field conditions by assuming that the total evaporable water between wetting events was 12 mm and that evaporation occurred only from the wetted sunlit soil surface (
Allen et al. 1998,
2005). For example, if a precipitation event exceeded 12 mm when the canopy cover was 50% and effective residue cover was 20%, the total surface evaporation of the precipitation event was assumed to be
. The drip irrigation system wetted between 30% and 60% of the soil surface, depending on irrigation amount, and the sunlit soil surface wetted by drip irrigation was small once the canopy began to grow because the drip emitters were under the canopy. Surface evaporation on any day was limited by a maximum evapotranspiration of
(
Jensen and Allen 2016).
Crop
was calculated with Eq. (
8b) between SWC measurements that occurred before irrigation or precipitation events. Thus, water balance calculations were made every
during most of the growing season and every
at the beginning and end of the season when
ETa was small.
The actual basal crop evapotranspiration,
ETab, for each water balance time period was calculated as
ETa minus the estimated cumulative wet surface evaporation during the period. The ratio of the cumulative
ETab to the cumulative
ETrs over the same period represents
and is referred to as
Therefore
where
Kcb = basal crop coefficient when there is no stress (
).
Small errors (deviations from the true value) in SWC measurements result in substantial relative error in cumulative
ETa calculated over short time intervals. For example,
uncertainty in volumetric SWC (10 mm in a 1-m root zone) results in a
uncertainty in an
ETa calculation based on the difference between two SWC measurements with no covariance between the measurements (
Trout and Mackey 1988). If the
ETa is
or 30 mm over 5 days, the relative uncertainty in the 5-day average
ETa measurement is 47%. In this study, the SWC was calculated from 16 SWC measurements (4 depth measurements × 4 replications). Assuming a
uncertainty in each measurement and no covariance among the measurements, uncertainty in the
ETa calculation would still be 3.5 mm
, or 12%. The effect of this uncertainty was reduced by calculating 11-day moving average daily
Kab values, which were long enough to incorporate derived
Kab values from two or three water balance calculation intervals, but short enough to not unduly mask
Kab trends. Due to low
ETab rates at the beginning and end of the season, water balance estimates of
Kab values at the beginning and end of the season are undependable.
Because Treatment T1 targeted no stress (
), the Treatment T1
value could be used for
in Eq. (
9b). However, these results will show that, because long-term deficits may reduce plant growth, the canopy of a stressed crop may be smaller than that of a nonstressed crop, and thus using T1
for
may not be appropriate. Trout and DeJonge (
2018), using these six seasons of the T1 data, found that
for maize is a linear function of the crop canopy ground cover (
) and can be predicted from
by
for the alfalfa reference
. For this data set, this is equivalent to
for the grass reference
ETo. Eqs. (
10a) and (
10b) are valid up to effective full cover at
, beyond which
remains constant at the maximum value [1.05 and 1.23 for Eqs. (
10a) and (
10b), respectively].
The stress coefficient was calculated by Eq. (
9b) with
Kab derived by water balance and
Kcb calculated by Eq. (
10a) based on measured
for each treatment. Because
is calculated as the ratio
Kab/Kcb, the ET reference used does not affect
as long as the same reference is used for all calculations. In these calculations, we used the alfalfa reference,
ETrs.
Discussion
In the FAO-56 approach to estimate
, a stress coefficient,
, is used to reduce daily
based on rSWD. These data confirm that rSWD is a good predicter of the reduction in
due to water stress. However, these data indicate that
reductions occur at deficits less than the threshold value used in the FAO-56 linear
relationship. These data indicate that for the sandy loam soils at the experimental site and the semiarid US western Central Plains climate, maize reduces
at rSWD values above 0.25, and
can be best modeled as curvilinear (concave downward) relationship for
. This relationship can be modeled by an exponential [Eq. (
7)] or power [Eq. (
6)] relationship. The logarithmic relationship of Jensen et al. (
1970) [Eq. (
4)] does not have sufficient flexibility to model these data. Although basing the logarithmic relationship on
(e.g., with a threshold) rather than rSWD would improve flexibility, the very steep logarithmic relationship at high rSWD would not fit these data.
Several authors have proposed that loss of turgor and stomatal closure is determined not only by the lack of soil water but also by high evaporative demand (
Denmead and Shaw 1962;
van Bavel 1967;
Allen et al. 1998;
Raes et al. 2018). This is based on the concept that high evaporative demand requires a high rate of water uptake and transport, which creates greater loss of energy between the water in the soil and the stomates. Because evaporative demand varies diurnally and from day to day, this data set based on water balance
measurement was not able to establish a correlation between
and evaporative demand. In this study, mean midseason daily
ETo ranged between 5 and
and occasionally exceeded
.
Validating a
relationship is difficult. As shown by Eq. (
2); to derive
;
,
,
, and
(or wet soil evaporation) must all be known simultaneously. A representative rSWD value is difficult to determine in nonhomogeneous soils and with unevenly distributed soil water. These data demonstrate the difficulty of deriving
relationships based on field water balance calculated
. Without weighing lysimeters to precisely measure changes in SWC,
can only be estimated with required accuracy over multiday time intervals. Because rSWD varies daily, especially in coarse-textured soils when
is large, it is difficult to assign an appropriate time-averaged
value to a current rSWD value. The result is an average
and thus
value being associated with a range of rSWD values.
One result of using multiday averaged
is that, if there is a change in the slope of the
relationship during the water balance measurement interval,
is underestimated. Fig.
11 illustrates the effect of multiday averaged
on derived
if the true
relationship is the linear two-segment FAO-56 relationship [Eq. (
5)]. The data were generated based on daily
and
with
calculated daily based on
calculated by Eq. (
5) with
. The SWD was then calculated by water balance and the process repeated the following day. The daily
values were then averaged over the multiday interval. Each series of horizontal data points represents the daily rSWD values and average
values for an initial rSWD value at the beginning of the multiday interval. These generated data are similar to the measured data in Fig.
8. Fig.
11(a) is based on an irrigation interval of 5 days, similar to that used in this study, during which the range of rSWD values is fairly narrow. Fig.
11(b) is for a 10-day irrigation interval during which the range of rSWD values is large.
The average
values are both less than and greater than the true value during any interval when
. If the range of rSWD values over an interval are both less than and greater than threshold
and the derived
value is assigned to the average rSWD value over the interval,
is less than the true value for the average rSWD value. This is illustrated by the curved dashed line in the figures. The effect of multiday averaging converts the abrupt slope change of the FAO-56 relationship to a gradual change. Although the effect of averaging on the
relationship is fairly minor for a 5-day interval, Fig.
11(b) shows that the effect is substantial for a 10-day interval. The data set in this study was based on 4- to 7-day midseason irrigation intervals and most often, 4- and 5-day intervals, such that the range of rSWD within each interval was fairly small and the error resulting from
calculated over intervals should be fairly small. This exercise shows that
based on intervals that include a wide range of rSWD values should not be used to derive a
relationship.
Although estimates from field water balance measurements are imprecise and may be biased, the advantage of a multitreatment and multiyear field study as presented here is the wide range of concurrent soil water deficits achieved over a range of growth stages and environmental conditions and consequent robustness of the results.
These data show that deficit irrigation–induced stress reduces maize canopy growth. Because prior stress may reduce
and
is related to
, this effect must be included in
calculations. Measurements or estimates of
can be made from aerial or satellite imagery (
Johnson and Trout 2012) and
adjusted accordingly. Alternatively, vegetation indexes from satellite imagery have been directly related to
(
Neale et al. 1989;
Glenn et al. 2011;
Mateos et al. 2013).
Stress may not only reduce canopy growth but may also affect canopy structure and light interception through loss of turgor (leaf wilt, curl, and droop). Loss of turgor varies with the combined effect of rSWD, air temperature, and evaporative demand and may reduce daily with the greatest effect during hot, dry afternoons. The impacts of water stress on should be separated between effects of prior stress on growth and canopy size and effects of current stress on leaf turgor. The approach used in this study was to measure maize prior to daily peak evapotranspiration demand and loss of turgor with the intent of documenting growth impacts of prior stress. This was used to estimate . Current stress effects, which may include loss of turgor effects on as well as increased stomatal resistance, were attributed to the estimate of . Further research is needed to understand the effect of water stress and evaporative demand on diurnal fluctuation, and how diurnal reduction is related to .
The impacts of prior and current water stress were combined to predict and and thus . The model estimated over multiple days with sufficient accuracy to manage deficit irrigation. Precise accuracy is not required because of feedback in the processes. If is estimated greater than the true value, water uptake and the increase in SWD will also be overestimated, which will reduce predicted and the following days. If is estimated less than the true value, the increase in SWD will also be underestimated, which will increase future predicted . Occasional measurements of SWD are adequate to correct and projections.
Accurate predictions of
are also less critical under deficit irrigation conditions when in-season precipitation is small compared to seasonal
. Irrigation efficiency with deficit irrigation is usually high such that most applied water is used for evapotranspiration (
Trout et al. 2020). If precipitation is a small portion of
(less than one-third), high SWD associated with deficit irrigation usually results in most precipitation being consumed as evapotranspiration. Thus, the water balance is dominated by the inputs of irrigation and precipitation with runoff and deep percolation being minor and often negligible losses. With deficit irrigation and low rainfall, accurate measurement of irrigation and precipitation and estimates of TAW and initial SWD are sufficient for accurate water balance estimates of
.
Prediction of
under stress conditions is most valuable for irrigation management when combined with a water production function (WPF) such as the WPF developed for this data set by Trout and DeJonge (
2017) and Comas et al. (
2019). A WPF describes the relationship between crop yield and
. A farm manager can use an evapotranspiration-based WPF to select an economically viable level of yield and water savings (
English 1990;
Trout et al. 2020). Prediction of
is then used to schedule irrigations to achieve the target yield and water savings appropriate to water and other input costs and availability.