Open access
Technical Papers
Jul 7, 2023

Simulation-Based Schemes to Determine Economical Irrigation Depths Considering Volumetric Water Price and Weather Forecasts

Publication: Journal of Water Resources Planning and Management
Volume 149, Issue 9

Abstract

Exacerbating water and food insecurity in drylands urge the more efficient use of water in irrigation through volumetric water pricing. The optimum irrigation depths can be determined using a combination of numerical simulation, water costs, and weather forecasts. In this context, we evaluated the effectiveness of three simulation-based schemes to determine irrigation depths that maximize net income during each irrigation interval using the WASH_2D model, which simulates water flow and solute transport through the plant–soil–atmosphere system. Those schemes were three-point (Scheme A) and two-point (Scheme B) schemes, which were used to optimize irrigation depth using three or two simulated cumulative transpiration at different irrigation depths, respectively, considering volumetric water price and weather forecasts; and a refilling scheme (Scheme C), which was used to determine irrigation depth required to return the simulated volumetric water content in the root zone to the field capacity. Those schemes were compared with the typical tensiometer-based automated irrigation scheme (Scheme D) by carrying out a field experiment in a sandy field of the Arid Land Research Center, Tottori University, Japan, using a major crop, sweet potatoes, in 2021. Compared with Scheme D, Schemes A, B, and C achieved 28%, 7%, and 21% higher net income due to applying 26%, 6%, and 17% less water and producing 21%, 5%, and 16% more biomass, respectively. The total simulated net income of Schemes A and B matched those of the measured schemes. Both simulated volumetric water content and actual evapotranspiration were in fair agreement with observed values. Regarding the accuracy of weather forecast, both daily reference evapotranspiration and rainfall forecasts were overestimated, with relative RMS error (RMSE) of 0.81 and 0.77 compared with observed values. In conclusion, both the two- and three-point schemes, which combined simulation, weather forecasts, and water prices, demonstrated significant benefits for farmers in terms of net income and water use compared with the use of basic types and costly automated irrigation systems.

Introduction

Optimizing irrigation depth (W) is a key factor to improve water-use efficiency. Gu et al. (2020) summarized four types of irrigation scheduling methods, including evapotranspiration (ET)-based, soil water–based, plant water–based, and model-based methods, and discussed how the methods determine irrigation depth and triggering time. Those methods mainly depend on two parameters, ET and volumetric water content (θ). Accurate estimation of those parameters significantly contributes to optimal determination of W (Davis and Dukes 2010; Payero and Irmak 2013), but determining the trigger value and predicting or measuring the readily available soil water remain the major challenges (Stirzaker et al. 2017).
Automated irrigation systems (AIS) based on soil-water monitoring are used widely to improve irrigation water-use efficiency (IWUE) (Ghazichaki and Monem 2019; Farooq et al. 2019). Several studies have evaluated the AIS based on θ (Munoz-Carpena et al. 2008), suction-based sensors (Munoz-Carpena et al. 2005; Shock and Wang 2011; Abd El Baki et al. 2020), and electronic detectors of the wetting front (Stirzaker et al. 2017). However, these systems have drawbacks associated with inaccuracy of monitoring using sensors (Evett et al. 2011), the position of sensors (Shock and Wang 2011), and high initial investment. Even if a soil-moisture sensor is accurate and the position of the sensor is appropriate, water may be wasted when irrigation is carried out just after rain (Glória et al. 2019). Hence, irrigation decisions can be made more efficiently based on numerical simulation using soil physical models with evapotranspiration modules.
Simulation models can simulate water movement across soil, plant, and atmosphere with fair accuracy if appropriate parameter values are used (Raes et al. 2009). Some of these models use the Richards’ equation to compute the soil-water flow in the plant root zone (e.g., Fujimaki et al. 2014; Šimůnek et al. 2006; Ramos et al. 2017). Kumar et al. (2022) used HYDRUS-1D to simulate various irrigation scenarios to determine the best sensor depths for better irrigation scheduling. Many studies used these models to determine W using a refilling approach in which soil moisture in the root zone is returned to the desired value. For example, Liu et al. (2017) used the RZWQM2 model (Ahuja et al. 2000) to calculate the value of W required to return θ in the soil profile to field capacity (FC). Fujimaki et al. (2020) conducted a numerical experiment using the WASH_1D model to refill the soil profile to FC. Other studies used the refilling approach and crop models to optimize either water productivity (WP) or net income. Jalil et al. (2020) used the AquaCrop model (Steduto et al. 2009) to optimize WP when W was applied to replenishing the soil moisture with 50% of depleted water under standard ET of total available water (TAW); Cammarano et al. (2012) used seasonal simulations using the CROPCRO-Cotton model (Jones et al. 2003) to maximize net income (gross margin) with 11 different values of W at each of 10 different sites when 50% of TAW is depleted. Without considering weather forecasts (WFs), these models may overestimate W, particularly when heavy rainfall events occur soon after irrigation.
Because the utilization of historical weather data to estimate daily reference ET (ET0) was not applicable in most cases (Xiong et al. 2016), WFs have been used to estimate ET0 using the Penman–Monteith (PM) (Allen et al. 1998) method (Cai et al. 2007; Luo et al. 2015). These studies indicated that forecasted ET0 was more beneficial for real-time irrigation scheduling than the measured values in previous years, even with the uncertainty of ET0 forecasts. Currently, the accuracy of WFs is improving; for example, Bauer et al. (2015) evaluated the accuracy of numerical weather predictions for 3, 5, 7, and 10 consecutive days, and demonstrated that short predication intervals of 3 and 5 days have a high degree of accuracy. Gedam et al. (2022) quantified inaccuracies of short-term WFs from the India Meteorological Department and their impact on irrigation scheduling. They found that using corrected short-term WFs can improve irrigation scheduling greatly and save irrigation costs. Hence, the use of short-term WFs to determine the optimum W can increase the economic benefits compared with irrigation schemes without using WFs (Perera et al. 2014).
From an economic perspective, the deficit irrigation (DI) scheme (English 1990) has been used to either save water or increase WP. Several studies aimed to minimize yield loss or maximize farmers’ income using limited water (Nijbroek et al. 2003; Zhang and Oweis 2007). However, DI may be beneficial only when the water price is set at a high level. Garcia-Vila and Fereres (2012) used an economic optimization procedure to determine an optimal value of W that maximizes net income by imposing both water and crop prices.
A combination of numerical simulations, WFs, and water pricing was used in several studies to determine optimal W values that maximize farmers’ net income. For example, Wang and Cai (2009) and Jamal et al. (2019) used the SWAP model (van Dam et al. 1997) to determine the daily W value that maximizes seasonal net income based on the yield-W function. Wang and Cai (2009) imposed water pricing based on cultivated area and used WF data (1–2 weeks), whereas Jamal et al. (2019) used volumetric water pricing and 7-day WFs. Considering the volumetric water pricing and the benefit of short-term WFs, Fujimaki et al. (2014), Abd El Baki et al. (2017, 2018a, b), and Abd El Baki and Fujimaki (2021a, b) used the WASH_2D model to determine the value of W that maximizes net income in each irrigation interval. The determinations were based on either a nonlinear (Fujimaki et al. 2014) or linear (Abd El Baki et al. 2020) relationship between W and cumulative transpiration by using the 1–2-day WF data in a sandy soil or 3-day WF data in a loamy clay soil. However, neither of the simulation-based optimization schemes (Fujimaki et al. 2014; Abd El Baki et al. 2020) have been compared with a simulation-based refilling scheme, which is simpler than both.
This study compared the performance of three simulation schemes incorporated into the WASH_2D model with that of a typical automated irrigation system, operated via soil-suction monitoring to determine W. Two simulation schemes, called two-point and three-point schemes, used information from numerical simulations, volumetric water pricing, and short-term weather forecasts to determine a value of W that gives maximum net income in each irrigation interval, whereas the third scheme, called a refilling scheme, determined a W value of each irrigation interval that was used to return simulated θ to FC. The evaluation was assessed by carrying out a field experiment in a sandy field in the Arid Land Research Center using a major crop, sweet potatoes.

Materials and Methods

Simulation Model

We used the WASH_2D model (Fujimaki et al. 2014) to determine irrigation depths for the proposed simulation schemes. The model simulates the two-dimensional movement of water, solute, and heat in soils using the finite-difference method. It separately calculates the evaporation using a bulk transfer equation (van Bavel and Hillel 1976) and the transpiration using a combination of the dual crop coefficient approach (Allen et al. 1998) and a macroscopic root water uptake model. It also includes a growth module to simulate the response of plant to irrigation. The software with the open-source code can be downloaded freely from the website of the Arid Land Research Center, Tottori University (Fujimaki et al. 2014).

Simulation-Based Schemes

Optimization Schemes

Irrigation depths in millimeters were determined in each irrigation interval such that net income, In, was maximized. The value of In (in dollars per hectare) is calculated as
In=PcετikiPwWCot
(1)
where Pc = producer’s price of crop [$ kg1 dry matter (DM)]; ε = crop transpiration productivity [produced dry matter (kgha1) divided by cumulative transpiration (kgha1)]; τi = cumulative transpiration over irrigation interval (mm, where 1  mm=10,000  kgha1); ki = income correction factor; Pw = price of water ($kg1); and Cot = other costs (e.g., fertilizer, labor, and so forth) ($ha1). The correction factor ki is used to avoid underestimating the contribution of low transpiration in the early growth stage
ki=k¯cbkcb=kcbdττekcb
(2)
where k¯cb = average value of basal crop coefficient (kcb); and τe = expected cumulative transpiration at end of growing season. Abd El Baki and Fujimaki (2021a) stated that ki usually ranges between 1 and 3. Because In is determined mainly by the two dynamic factors, τi and W, if the other factors are constant, the relationship between τi and W is described in two different ways.

Three-Point Scheme

The relationship between τi and W is described by a nonlinear function
τi=Trdt=at[1exp(btW)]+τ0
(3)
where Tr = transpiration rate (cms1); at and bt are fitting parameters; and τ0 = cumulative transpiration at no irrigation. By substituting Eq. (3) into Eq. (1), the maximum In (Inmax) is achieved when the first derivative of Eq. (1) with regard to W becomes zero
dIndW=Pcεkiatbtexp(btW)Pw=0
(4)
Thus, the optimal irrigation depth is
W=1btln(PwPcεkiatbt)
(5)
The nonlinear relationship [Eq. (3)] is solved assuming that the three points of W correspond to τ [Fig. 1(a)]: (W0, τ0) refers to a cumulative transpiration value when irrigation is not performed; (Wmax, τmax) refers to the upper boundary of both values; and (Wmid, τmid) refers to values intermediate of the previous of two points. Further details of the calculation procedure were introduced by Fujimaki et al. (2014).
Fig. 1. Schematic diagram of similarities and differences of the two proposed schemes: (a) three-point scheme described by the nonlinear function between W and τ; and (b) two-point scheme described by the two linear segments between W and τ.

Two-Point Scheme

In this scheme, the relationship between τi and W is described by two linear segments as
τi=Trdt=atW+τ0
(6)
τi=τmax
(7)
The former segment is defined by two points of W corresponding to τ [Fig. 1(b)]: (W0, τ0) and (W1, τ1), where W1 = (potential τi+ET0)/2 to determine the slope, at. By substituting Eq. (6) into Eq. (1), the value of W is determined at Inmax when the first derivative of Eq. (1) becomes zero
dIndW=atPcεkiPw
(8)
Hence, W is determined as
W=0atPcεkiPw<0
(9)
W=(τmaxτ0)atatPcεkiPw0
(10)

Refilling Scheme

This scheme was proposed by Fujimaki et al. (2020). The value of W is determined in a fixed irrigation interval to return θx, the volumetric water content at the end of each irrigation interval, to θfc, the volumetric water content at field capacity, as follows:
W=2drz0grz0(θfcθx)dxdzxr
(11)
where xr = row spacing (cm); grz = width of root zone (cm); and drz = depth of plant root zone (cm)
drz=adrz[1exp(bdrzτ)]+cdrz
(12)
where adrz, bdrz, and cdrz are fitting parameters. The WASH_2D model estimates θ using the two-dimensional water balance equation of the combined liquid and gaseous phases as
θt=[qlxx+qlzz][qvxx+qvzz]S
(13)
where t = time (s); ql = liquid water flux (cms1); qv = water vapor flux (cms1); x and z = horizontal distance and depth (cm), respectively; and S is a sink term that refers to plant water uptake, which is described as (van Genuchten 1987)
S=αwβTp
(14)
where αw, β, and Tp = reduction coefficient due to drought and salinity stresses, normalized root density distribution, and potential transpiration (cms1), respectively. Parameter αw is expressed in the additive form as
αw=11+(ψψ50+ψoψo50)p
(15)
where ψ50, ψo50, and p are fitting parameters. Parameter β is calculated as
β=0.75(brz+1)drzbrz1(drzz+zr0)brzgrz(1x2grz2)
(16)
where brz = fitting parameter; z and zr0 = soil depth and depth below which roots exist (cm), respectively; and x = horizontal distance from the plant (cm). Parameter Tp in Eq. (14) is calculated using the well-known FAO56 PM equation as (Allen et al. 1998)
Tp=ET0kcb
(17)
where ET0 = reference evapotranspiration; and kcb = basal crop coefficient
kcb=akcb[1exp(bkcbτ)]+ckcbdkcbτekcb
(18)
where akcb, bkcb, ckcb, dkcb, and ekcb are fitting parameters. The factors, kcb and drt are expressed as functions of τ, rather than days after planting, to make the plant more dynamically respondent to both drought and salinity stresses. Further detail information of the WASH_2D model were presented by Fujimaki et al. (2014).

Simulation Procedure

To determine W, two steps were performed (Fig. 2). In Step 1, we ran the simulation to update the initial conditions using the information of the previous irrigation interval (48 h): irrigation records, meteorological data, and cumulative transpiration. In this step, W was calculated for the refilling scheme to return updated values of θx to θfc. In Step 2, the optimization was performed for both the three-point and two-point schemes using information from the update from Step 1 in addition to weather forecast data to determine values of W that maximize In in each irrigation interval. Weather forecast data were used to predict liquid water inputs from rain, evaporation from soil surface, and ET0.
Fig. 2. Schematic diagram of the simulation procedure used to determine W for three-point, two-point, and refilling schemes.

Field Evaluation

The proposed schemes were evaluated using a field experiment located in the Arid Land Research Center of Tottori University in 2021. It was carried out as a randomized complete block design with four independent blocks and the following four treatments (Fig. 3):
1.
Treatment A: W was determined every 2 days using the three-point scheme.
2.
Treatment B: W was determined every 2 days using the two-point scheme.
3.
Treatment C: W was determined every 2 days to return θx to θfc using the refilling scheme.
4.
Treatment D: W was controlled by an automated system consisting of a solenoid valve, a CR300 series data logger (Campbell Scientific, Logan, Utah) and three tensiometers installed at a depth of 20 cm. Irrigation timing and W were determined automatically by setting the scan interval for the measurement of average matric potential of the three tensiometers to 15 min and the trigger value to 40  cm (Abd El Baki et al. 2020). This value was chosen to minimize downward percolation loss and to avoid drought stress, which occurs well below field capacity in sandy soils. We set up this treatment because it somewhat automatically meets crop water requirement in timely manner while minimizing deep percolation loss if the system is properly set. In Treatments A, B, and C, the irrigation interval was fixed at 2 days, because this sandy soil has low available water, and if the irrigation interval was set to three days, plants often would suffer from severe drought stress, which may negatively affect the final yield. If we set the irrigation interval at 1 day, Schemes A and B often gave zero recommended irrigation depth, which indicates that the interval is too short. In general, a 1-day interval may keep the soil wet longer, resulting in larger evaporation loss.
Fig. 3. Schematic of the experiment layout. Each treatment had four replicates; Treatments A, B, C, and D refer to three-point, two-point, refilling, and automated irrigation schemes, respectively.
A drip irrigation network was installed, and each replicate was irrigated with seven drip tubes spaced at 60 cm intervals along 10 m. The emitter spacings and discharge rate were 20 cm and 2×103  m3h1, respectively. The soil was sand (99.1% sand); the hydraulic properties are shown in Fig. 4.
Fig. 4. Soil hydraulic properties of Tottori sand, Arid Land Research Center, Japan.
Actual weather data [air temperature (°C), rainfall (mm), wind speed (ms1), solar radiation (MJm2h1), and relative humidity (%)] were collected from a weather station installed in the field (Fig. 5). Weather forecast data were accessed and downloaded from the website of Yahoo! Japan (Yahoo Japan Corporation 2022). Measured weather data were used to compute ET over the growing season. The Yahoo! website provides numerical values for all parameters required to compute ET0 except solar radiation. Instead, it provides nonnumerical forecasts of sky cover such as “rain,” “cloudy,” or “clear.” Those descriptions were used to calculate the solar radiation in accordance with Fujimaki et al. (2014). The wind speed values provided by the Yahoo! website refer to a standard height of 10 m, so those data were converted to 2-m heights based on the approach described by Allen et al. (1998).
Fig. 5. Meteorological data recorded by a weather station from June 10, 2021 to November 2, 2021: (a) air temperature (°C) and rainfall (mm) over the growing season; and (b) wind speed (ms1), solar radiation (MJm2h1), and relative humidity (%) over the growing season.
The feasibility of the WASH_2D model to simulate soil water flow was evaluated as follows:
1.
The simulated values of θ were compared with the measured values using two soil moisture sensors (WD-3-W-5Y, ARP, Horikawa, Hatano, Kanagawa, Japan) inserted 5 and 45 cm below the plant in two replicates. The sensor was calibrated for the Tottori sand (Fig. 6).
2.
The simulated values of ET were compared with the observed values. ET was measured using a weighing lysimeter with a diameter and depth of 1.5 and 2 m, respectively. The value of ETi (mmh1) was calculated using a water balance equation as follows:
ETi=wi1wiΔt+Pi+IiDi
(19)
where wi = lysimeter water volume per unit lysimeter area (mm); i = discrete time level; Pi = precipitation (mmh1); Ii = irrigation (mmh1); and Di = drainage from lysimeter (mmh1). The lysimeter weight was recorded at 5-min intervals. To reduce the measurement noise, we used the hourly moving averaged values.
Fig. 6. Calibration function of the WD-3-W-5Y sensor for sandy soil, Tottori, Arid Land Research Center, Japan.
The cuttings of sweet potato [Ipomoea batatas (L.), cv. Kintoki] were transplanted on June 10 at 40 cm intervals along the drip tubes. The parameter values of the stress response function [Eq. (13)] were determined to ψ50=45  cm, ψo50=1,378  cm, and p=4.44, from a pot experiment. The parameter values of the kcb function [Eq. (16)] were obtained by fitting to those reported by Allen et al. (1998), assuming that ET0 during the initial, development, middle, and late stages was 2, 3, 4, and 3  mmd1, respectively (Fig. 7). We estimated the net income by setting Pc=$1/kgDM based on typical value of producer prices in 2020 (FAOSTAT 2021); Pw was set to $0.0002/kg, similar to a case in Israel (Cornish et al. 2004); and ε was set to 0.003 (Siqinbatu et al. 2013).
Fig. 7. Basal crop coefficient function [Eq. (16)] for sweet potatoes. Parameter values were derived by fitting to those reported by Allen et al. (1998). (Data from Allen et al. 1998.)
Nitrogen-phosphorus-potassium (NPK) fertilizers were applied throughout the growing seasons in two forms: (1) a solid form in two types, NPK=888 and NPK=141414, at total rates of 60, 35, and 55  kgha1N, P, and K, respectively; and (2) liquid fertilizer (NPK=1258) at total rates of 95, 15, and 45  kgha1N, P, and K, respectively (Laurie et al. 2012). The daily application rate of NPK liquid fertilizer was constant and equal among treatments. Plant samples were collected at 35, 53, 74, 97, 119, and 144 days after transplanting (DAT) to evaluate the plant growth in terms of leaf area index (LAI), biomass, and harvest index, defined as the ratio of dry weight (DW) of tubers (g) to the total plant dry weight (g) (Bourke 1985). Plants were harvested on November 1, 2021. Yield and its components—dry weight of fresh leaves (gplant1), dry weight of shriveled leaves (gplant1), fresh weight (FW) of tubers (gplant1), dry weight of dry tubers (gplant1), dry weight of stem (gplant1), and total biomass (gplant1)—were analyzed statistically using a randomized complete block design. The ANOVA test was conducted using SPSS version 26.0 software to estimate the significant differences among the four treatments.

Results and Discussion

Plant Growth and Yield

The LAI, biomass, and harvest index as functions of time are shown in Fig. 8. The maximum mean values of LAI for Treatments A, B, C, and D were 2.9, 2.5, 2.6, and 2.2, respectively, which were measured at 119 DAT (October 7), after which values declined. The harvest index indicated similar values for Treatments A, B, C, D, i.e., 70%, 69%, 74%, and 73%, respectively. The results of LAI and harvest index agreed with those reported by Bourke (1985). The growth rate of biomass, which is the slope of Fig. 8(b), was stagnant from 74 DAT (August 23) to 97 DAT (September 15), with a mean value of 3.5  gm2day1. This likely was due to lesser solar radiation and heavy rainfall events that may have caused deep nutrient leaching beyond the plant rootzone. After 97 DAT, the growth rate recovered and varied among the treatments, which may have been due to the effect of irrigation on nutrients uptake by plants. Treatment C tended to have less water applied than other treatments until August 6, after which irrigation gradually increased (Fig. 9). This may have led to less nutrient leaching in Treatment C than in other treatments, and partly offset negative effects of drought stress in the early stage. As a result, the fresh tuber yield was 19.7, 19.4, 19.7 and 18.8  Mgha1 for Treatments A, B, C and D, respectively. The statistical analysis of yield components is presented in Table 1. There were no significant differences for whole components among the treatments (Fprobability>0.05). Treatment A had a higher dry mass of leaves and LAI. Treatments A and C had slightly higher values of fresh tuber yield than the other treatments, probably due to higher nutrient uptake, which may have increased the photosynthetic rates, which enhanced the transport of carbohydrates from the leaves to the tubers (Abd El-Baky et al. 2010).
Fig. 8. Changes throughout the growing season: (a) LAI; (b) biomass; and (c) harvest index. Error bars refer to the standard error for measured samples.
Fig. 9. Cumulative irrigation and rainfall across the growing season.
Table 1. Statistical analysis of yield components
VariableTreatmentANOVA (F probability)
ABCD
DW, green leaves (gplant1)21.0±1.818±2.114.87±2.513.78±1.70.46
DW, shriveled leaves (gplant1)30.1±0.727.3±6.020.52±2.324.36±1.50.33
DW, stem (gplant1)28.1±2.825.3±2.022.50±3.021.54±2.10.34
FW, tubers (gplant1)480±15.7458±89485±41434±250.06
DW, tubers (gplant1)186.3±9.5160.5±33188.02±18159.8±110.14
Biomass (gplant1)265.6±10.3231.1±31255.6±19219.5±140.23
LAI1.76±0.151.50±0.171.24±0.201.15±0.140.46

Note: Treatments A, B, C, and D refer to three-point, two-point, refilling, and automated irrigation schemes, respectively. Data are mean values ± standard error.

Net Income

We focused on the cost of applied water to motivate farmers to save water. The main concern of farmers is not water productivity (yield per applied water), but net income (Fujimaki et al. 2014). Hence, the effectiveness of the proposed schemes in terms of net income is presented in Fig. 10. Treatment A achieved net income by 16%, 5% and 22% higher than that of Treatments B, C, and D, respectively. This was due to producing 13%, 4% and 17% higher biomass and applying 24%, 11%, and 27% less water than in Treatments B, C, and D, respectively. One of the major advantages of the three-point and two-point schemes is maximizing the farmers’ net income in each irrigation event, rather than the seasonal net income, as employed in other studies (e.g., Wang and Cai 2009). To confirm that simulated net income matched the observed value, the cumulative virtual net income for the three-point and two-point schemes is illustrated in Fig. 11(a). The total simulated net income achieved for the three-point and two-point schemes was $9,677 and $9,409  ha1, respectively, whereas the actual values were $9,983 and $8,368  ha1, respectively. The optimization gave almost the same gross net income as the actual values. The ki values decreased sharply from 6 to 1 as the crop grew [Fig. 11(b)].
Fig. 10. Gross net income, total dry yield, applied water, and cost of water among the treatments.
Fig. 11. (a) Cumulative virtual net income calculated using Eq. (1) for both three-point and two-point schemes; and (b) time evolution of net income correction factors throughout the growing season.

Accuracy of Numerical Simulation

Evapotranspiration

The fluctuation of simulated ET was compared with the observed value measured with a weighing lysimeter (Fig. 12). The model tended to underestimate ET values, with a RMS error (RMSE) of 0.08  mmh1. The discrepancy may have been caused partly by disturbance of weight measurement by wind over 3  ms1 [Fig. 5(b)], as reported by Schrader et al. (2013) and Lorite et al. (2012), particularly because the level of lysimeter surface was slightly higher than the surrounding field, by 3–5 cm. This also may have caused the drip tubes to touch the surface of the lysimeter, affecting the weight measurement due to tension change caused by temperature fluctuation.
Fig. 12. ET values from simulation and measured with a weighing lysimeter.

Volumetric Water Content

The measured and simulated θ for the period July 15–August 14 is illustrated in Fig. 13. We showed the response of θ to both irrigation and rainfall events in Treatment A for top and deep soil layers below the plant. The model accurately simulated θ, with a RMSE of 0.015 and 0.005  cm3cm3 compared with the measured values at 5 and 45 cm below an emitter, respectively. These results agreed with those reported by Fujimaki et al. (2014) and Abd El Baki et al. (2020) for Tottori sand and by Zhu et al. (2018) for loamy soil with the same bulk density as Tottori sand.
Fig. 13. Measured and simulated volumetric water content under Treatment A (three-point scheme).

Impact of Short Weather Forecast on Irrigation Optimization

To check the accuracy of rain forecasts and WF data, which greatly affected the determination of W, we compared daily forecasted rainfall and daily forecasted ET0 with the daily observed values (Fig. 14). As WFs were downloaded in the morning of each irrigation day at 09:00 until the day end at 23:59, the term “daily” means from 9:00 to 24:00. Total measured and forecasted rainfall across the growing season were similar, 598 and 648 mm, respectively. In contrast, the forecasted amount of each rainfall event often deviated greatly from the measured amounts. The total number of measured and forecasted rainfall events were 39 and 52 over 120 days, respectively. Setting effective rainfall to 25  mmd1, the RMSE between measured and forecasted values was 5.6  mmd1, in which 17% and 15% of rain events exceeded this setting (25 mm d−1), respectively. This is consistent with the findings of Shrestha et al. (2013), who found that the RMSE for daily forecasted rainfall ranged from 4.67 to 14.64  mmday1. Relative RMSE, which is the ratio of the average value to the RMSE, was 0.77. Those underestimations and overestimations of rain may have caused overestimation and underestimation of W, respectively. On the other hand, daily ET0 calculated using hourly forecasted values generally was overestimated, with a RMSE of 0.7  mmd1 compared with ET0 calculated using the measured values. Relative RMSE was 0.81. Those overestimations may have caused overestimations of W. This likely was due to overestimation of wind speed, with a RMSE of 0.9  ms1, and underestimation of relative humidity, with a relative RMSE of 1.17. These results agreed with the possible reasons reported by Lorite et al. (2015), who observed that high wind speed and close proximity to the sea caused larger errors in ET0 estimation, and by Xiong et al. (2016), who indicated that relative humidity is an important factor to estimate ET0 in humid regions. An interval longer than 2 days in this study is appropriate in finer-textured soils, but accuracy at longer forecast horizons would be even lower than that at 2 days. Gowing and Ejieji (2001) observed that using short-term weather forecasts (up to 5 days ahead) is useful to save both cost and irrigation depth, and thereby increases net income in wet seasons, whereas it led to improved water-use efficiency of limited water supply in dry seasons. Cai et al. (2011) reported that even an imperfect 1-week forecast still was valuable in terms of both profit gain and water saving. In parallel to the present study, Abd El Baki and Fujimaki (2021a) observed that using 1-day weather forecasts led to more-accurate estimates of ET0, with a RMSE 0.5  mmd1 for a sandy filed. We expect that the accuracy of numerical weather forecast will continue improving with the use of faster supercomputers using finer grids and improved submodels. Despite the current accuracy of WFs, they may still have benefits for determining irrigation depths.
Fig. 14. (a) Measured and simulated daily rainfall throughout the growing season; and (b) ET0 throughout the growing season. “Daily” is counted from 09:00 to 24:00.

Advantages and Disadvantages of the Proposed Schemes

The combination of numerical simulation, volumetric water pricing, and weather forecasts could be useful in making optimal irrigation decisions. In this regard, Fig. 15 shows an example of determining W using the three-point and two-point schemes on July 15. Both gave similar recommended values of W, as 0.69 and 0.71 cm at a maximum value of In, respectively. We found that both schemes gave similar values of recommended W only when irrigation was not performed in the previous event. In other cases, the two-point scheme often gave a higher W, partly due to inappropriate setting of W1 (0.55 cm in Fig. 15), which is the main drawback of the scheme (Abd El Baki and Fujimaki 2021). Scheme B may give higher net income than other treatments only when the relationship between W and cumulative transpiration can be described by two linear segments (trapezoidal). Our results indicate that the assumption invoked in Scheme B generally was inappropriate in the experimental condition. On the same day, the refilling scheme suggested refilling water into the root zone with W=0.7  cm for the next 2 days. The drawback of the refilling scheme is that it neglects the near-future rainfall events [Fig. 16(a)]. For example, the refilling scheme suggested W=1.09  cm to return θx to θfc on September 17. Irrigation began at 09:00, and rainfall started at 17:00. Such a case occurred only once across the entire season. This may be another reason why Treatment C gave higher values of In than Treatment B. The automated irrigation scheme also tended to neglect the near-forecast rainfall events [Fig. 16(b)]. On August 7, water was applied automatically with W=0.64  cm at 13:00 when the trigger suction value approached 40  cm. Soon after that, 2.5 cm of rainfall occurred at 17:00. This overirrigation repeated six times, which may be a reason why Treatment D applied more water and leached nutrients beyond the plant rootzone than did the other schemes. Automated irrigation systems also are sensitive to the selection of optimum trigger suction value, which requires additional field studies (Migliaccio et al. 2010). If one tensiometer was set under a clogged emitter, the observed suction value could result in the application of more water. Thus, the proposed simulation schemes, as an innovative technology considering weather forecasts, would be more affordable to farmers to maximize their net income or, at the very least, provide promising trends for optimizing water use. The proposed schemes are a type of appropriate and/or intermediate technology (Schumacher 1999) that farmers can adopt easily after being trained using the most effective agricultural extension methods, such as demonstration, farmer-to-farmer, and household extension methods.
Fig. 15. Example of W determination on July 15 for three-point and two-point schemes.
Fig. 16. Example showing a drawback of (a) refilling scheme on September 17; and (b) automated irrigation scheme on August 7.

Conclusions

The use of numerical simulation considering weather forecasts and volumetric water prices could maximize farmers’ net income compared with automated irrigation. Both the two-point and the three-point schemes aimed to determine irrigation depth to achieve maximum net income in each irrigation interval. As a result of a field experiment, we found that the three-point scheme was the most effective in terms of net income. The cumulative simulated net income with the three- and two-point schemes at the end of the growing season fairly matched the measured values. Although the refilling scheme attained the second highest net income, it sometimes could not respond to the near-future rainfall events, which may waste water and deeply leach nutrients beyond the rootzone. Similarly, automated irrigation wasted more water and cause more nutrient leaching than did the other treatments. The model could simulate θ and ET in fair agreement with observed values. Estimates of daily ET0 using WF data were affected by overestimation, with a RMSE of 0.7  mmd1. Total forecasted rainfall matched with the measured value, but although weather forecasts frequently failed to predict the occurrence of rainfall events. These simulation schemes will be practiced widely in the future under semiarid conditions and compared with rainfed agriculture. In general, the use of numerical simulation and weather forecasts can increase farmers’ net income under volumetric water pricing. In addition, farmers may save the high cost of purchasing, installing, and maintain automated systems.

Data Availability Statement

Some data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request, including the WASH_2D model, simulation data, weather forecasts, meteorological data, irrigation records, observed data of soil moisture and evapotranspiration, and yield and its components.

Acknowledgments

We thank all members of irrigation and drainage lab of the Arid Land Research Center for their assistance in data collection and other processes that led to successful results.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 149Issue 9September 2023

History

Received: Mar 29, 2022
Accepted: Mar 22, 2023
Published online: Jul 7, 2023
Published in print: Sep 1, 2023
Discussion open until: Dec 7, 2023

ASCE Technical Topics:

Authors

Affiliations

Postdoctoral Research Fellow, Arid Land Research Center, Tottori Univ., 1390 Hamasaka, Tottori-shi, Tottori 680-0001, Japan. ORCID: https://orcid.org/0000-0002-5419-5267
Shuoshuo Liang
Ph.D. Student, Arid Land Research Center, Tottori Univ., 1390 Hamasaka, Tottori-shi, Tottori 680-0001, Japan.
Professor, Arid Land Research Center, Tottori Univ., 1390 Hamasaka, Tottori-shi, Tottori 680-0001, Japan (corresponding author). ORCID: https://orcid.org/0000-0003-0175-1773. Email: [email protected]

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