1. Introduction
Water scarcity and its shortage are one of the most important and serious problems and challenges facing the irrigation process in the Arab Republic of Egypt and arid and semi-arid regions, hence the necessity to reduce the consumption of irrigation water. This can be achieved by many means, including the development and improvement of new and innovative technologies that can be an effective tool [
1,
2]. In arid countries as well as semi-arid regions, which are characterized by high population growth and low water resources, there is stress, negative impact, and high pressure on all sectors, chiefly the agricultural sectors to rationalize water consumption for irrigation and also rationalize the use of water for the urban and industrial sectors [
3,
4,
5]. The agricultural production sector faces a great and dangerous challenge in increasing food production with less irrigation water, which can be achieved by many different technologies that lead to increased crop water productivity [
6]. Increasing crop water productivity [
7] is an important and necessary goal to increase the demand for food while increasing the rate of continuous population growth [
8,
9]. The increasing demand for scarce water resources resulted in all innovative and new applications competing with new irrigation technologies that aim to increase and improve water productivity for different crops [
10] and Abdelraouf and Ragab [
11]. The concept of increasing crop water productivity in the Arab Republic of Egypt and all dry areas is extremely important in light of the limited water resources resulting from limited rainfall [
12]. To save part of the limited irrigation water, the application of modern irrigation methods and associated technologies is an important concept that must be undertaken and worked on in arid and semi-arid regions as is the case in Egypt [
3,
13].
Applying optimal irrigation scheduling and relying on water use patterns as well as the plantation’s response to the conditions of irrigation water shortage improve water productivity and water use efficiency. It is highly recommended to use drip irrigation methods due to their high efficiency in using water, which results in saving water and increasing water productivity [
14]. Effective field pursuits with a drip irrigation system may affect the achievement of the objectives of increasing irrigation water savings and improving crop productivity [
15,
16]. Farmers and users of a drip irrigation system may suffer from the reduced hydraulic performance of this system due to error in design or management, and they may have to resort to using a system that is cheaper in financial cost if they are unable to manage capital needs. Inexperienced farmers will also have difficulty controlling irrigation scheduling with their irrigation systems in the most optimal way as well as having little experience monitoring irrigation system performance. Modern irrigation water management systems based on various environmental measurements provide better and significantly improved control of supply in relation to demand. In general, many irrigation systems are semi-automatic, using timers to control irrigation scheduling, i.e., the exact time of irrigation. Farmers should also renew these timers in a way that is more dependent on changes in environmental conditions and the water use requirements of the plant [
17]. The use of automatic control systems in irrigation scheduling provides suitable solutions to overcome the unwanted effects resulting from the presence of either poor design, poor control and operation, or both. This advanced management and automatic control, when used in scheduling irrigation water for different crops, will be an effective and appropriate monitoring tool to increase irrigation efficiency [
18]. Predicting irrigation water needs is an effective and key topic for automatic control systems in order to reach efficient and appropriate scheduling of irrigation water. In general, the results of studies conducted by [
19,
20,
21] confirm the necessity and importance of using and applying automatic control systems to improve the performance of irrigation systems and methods, with the efficiency of water and energy use. Irrigation standardization plays an important and essential role in improving and increasing crop productivity, water productivity, and increasing net profits [
22,
23]. Effective and successful management of the limited amount of irrigation water required for various agricultural uses depends on better agricultural practices and techniques to improve water productivity [
24,
25].
Irrigation deficit (i.e., irrigation that falls below the water requirements critical to crop growth) is an effective irrigation-water-saving strategy where the cultivated crops are exposed to a certain level of water stress either during a certain period or throughout the entire growing season [
26]. The main goal of using deficit irrigation” DI “is to increase water use efficiency.
Cucumber is one of the most popular and best vegetables grown in greenhouses in the Arab Republic of Egypt. The fresh crops of cucumbers are significantly affected by the irrigation schedule and by the total volume of irrigation water added in its different growth stages [
27].
The model of SALTMED by Ragab [
7] is considered one of the important models developed that has proven its ability to simulate many crops under various field administrations taking into account all irrigation systems, different water characteristics, irrigation strategies, different types of soils, crops, fertilizer applications, and the effect and simulation of abiotic stress such as drought, salinity, temperature, shallow groundwater quality, and various drainage systems. The current version of the model released in2015 allows simultaneous simulations of 20 fields, each with all irrigation systems, soil and crops, irrigation strategies and N fertilizers, etc. This model simulates soil moisture, dry matter, crop productivity and soil salinity, soil nitrogen dynamics and requirements for salinity filtration, nitrate filtration and drainage, soil temperature, evaporation and water absorption, water salinity, groundwater level, and effluent flow. This model was calibrated and validated using observed field data by [
8,
11,
28,
29,
30,
31,
32,
33,
34,
35,
36,
37,
38]. They demonstrated and confirmed their high predictability of field-measured yield, soil moisture content, N-uptake, dry matter, yields, water productivity, and salinity.
This study aimed to improve the yield and water productivity of cucumber plants grown in aplastic greenhouse by the automatic control of irrigation scheduling under deficit irrigation strategy through a field and modeling study using the SALTMED model in the North of Egypt.
2. Materials and Methods
Location and climate of the experimental site: The field experiments were conducted during seasons 2017/2018 and 2018/2019 at the farm of National Research Centre (NRC) (latitude 30°30′1.4″ N, longitude 30°19′10.9″ E, and 21 m + mean sea level (MSL) at Al-Nubariya Region, Al-Buhayrah Governorate, Egypt. The experimental site has an arid climate with a hot dry summer and cool winter. The average data of temperature, wind speed, and relative humidity were obtained by the meteorological stations of the Central Laboratory for Agricultural Climate (CLAC), Agricultural Research Centre (ARC) as shown in
Table 1.
Physical and chemical properties of soil and irrigation water: The irrigation water source was an irrigation channel passing through the experimental area, with an average pH of 7.36 and 0.42 dS m
−1 as electrical conductivity (EC). The main physical and chemical properties of the soil are shown in
Table 2.
Experimental design: The experimental design and treatments were arranged in a split-plot design with five replications. The control methods of irrigation scheduling (manual control in irrigation scheduling (MC) and automatic control (AC)) were used in the main plots, and deficit irrigation strategy (100% full irrigation (FI), 80% FI, and 60%FI) were used in the sub-main plots as shown in
Figure 1.
Irrigation system: The components of the irrigation system consisted of a pumping and filtration unit. It consists of a centrifugal pump with a 45 m3/h discharge and backflow prevention device, screen filter and pressure gauges, pressure regulator, control valves, and flow-meter. The main line was of PVC pipes, 110 mm in diameter, to convey the irrigation water from the source to the main control points in the field. Sub-main lines were of PVC pipes, 75 mm in diameter, connected to the main line. Manifold lines: PE pipes were 63 mm in diameter, connected to the sub-main line through control valve 2 and discharge gauge. Emitters were built in lateral tubes of PE with 16 mm in diameter and 40 m in length (emitter discharge was 4 lph at 1.0 bar operating pressure).
Estimation of seasonal irrigation water requirements for cucumber plants: The requirements of seasonal irrigation water for cucumber plants was estimated according to the meteorological data of the CLAC, Agricultural Research Centre, Dokki, Egypt, depending on the Penman–Monteith equation. The seasonal irrigation water requirements for cucumber plants were 6000 m
3 ha
−1 per season 2017/18 and 6100 m
3 ha
−1 per season 2018/19 for 100%FI, 4800 m
3 ha
−1 per season 2017/18 and 4880 m
3 ha
−1 per season 2018/19 for 80%FI, and 3600 m
3 ha
−1 per season 2017/18 and 3660 m
3 ha
−1 per season 2018/19 for 60%FI. The daily irrigation water was calculated by following Equation (1) for two seasons 2018 and 2019 for the drip irrigation system:
where IRg is gross irrigation requirements, mm/day, ET
O is reference evapotranspiration, mm/day, Kc is crop factor (FAO−56), Kr is ground cover reduction factor, I
E is irrigation efficiency, %, R is water received by the plant from sources other than irrigation, mm (for example rainfall), and LR is the amount of water required for the leaching of the salts, mm. Gross irrigation requirements were converted from mm/ha/day to m
3/ha/day.
All agricultural practices were carried out according to the recommendations of the Ministry of Egyptian Agriculture for cucumber production in the El-Noubaria region.
Evaluation Parameters
Water stress in the effective roots zone of cucumber plant and soil moisture content: Soil moisture content was measured in the effective roots zone for cucumber plant (0–40 cm depth) before irrigation, and the field capacity and wilting point were taken as evaluation lines in consideration as an evaluation parameter for exposure of the range of plants to water stress (WS) [
39]. Measurements were taken at soil depths at all growth stages of cucumber plants. Soil moisture content was measured by the profile probe device (PR2 Profile Probe
https://www.delta-t.co.uk/pr2-profile-probe-sdi-12-version/.
Nitrogen uptake of cucumber plant: Nitrogen concentrations (% dry matter) in the fourth cucumber leaf grown under greenhouse conditions at 3, 5, 7, and 9 weeks from the age of the plant.
Leaves area of cucumber plant: Leaves area, cm2, was measured after 90 days from the transplanting of the cucumber plants grown under greenhouse conditions. The leaf area was determined by the CI-203 Handheld Laser Leaf Area Meter. Measurements were made easily by sweeping the scanner over a leaf to yield seven different parameters: area, width, length, perimeter, shape factor, aspect ratio, and void count.
Chlorophyll content of cucumber plant: Chlorophyll content, SPAD, was measured after 90 days from the transplanting of the cucumber plants grown under greenhouse conditions.
Total yield of cucumber: At the harvest time of cucumber, the total weight of fruits in each treatment was recorded by harvesting the cucumber (calculated as kg per 1 m2) fruits twice weekly, and then the total yield as ton per hectare was calculated.
Water productivity of cucumber: WP
cucumber was calculated according to James (1988) using Equation (2) as follows:
where WP
cucumber is water productivity of cucumber (kg
cucumber m
−3irrigation water), Ey is the economical yield (kg
cucumber ha
−1/season), and Ir is the applied amount of irrigation water (m
3irrigation water ha
−1/season).
SALTMED Model: The SALTMED model description and the equations for the key processes of evapotranspiration, water and solute transport, nitrogen cycle, drainage, and crop growth were provided by Ragab [
7]. The model is suitable for all irrigation systems including drip irrigation. The reference evapotranspiration (ETo) according to Allen et al. [
40] was selected for this study using meteorological data obtained from the field weather station. The crop-specific input data were the leaf area index (LAI), plant height, maximum and minimum root depth, and each growth stage duration. The irrigation input values were those applied in the field for drip irrigation with the deficit irrigation strategy during the 2017/2018 and 2018/2019 growing seasons. The soil profile was determined based on one layer of 0.00–0.40 m; this one layer provided the initial soil moisture conditions for the model run. The soil hydraulic property of that layer was obtained from field and laboratory measurements.
Model calibration was performed for each control of irrigation scheduling (manual and automatic control) under study individually due to the different growth and other characteristics of each control as shown in
Table 3, and the simulated soil moisture content, N-uptake, leaves area, total yield, and water productivity of cucumber at fully irrigated 100% FI under drip irrigation were compared with the measured and observed values during the 2017/2018 season by fine-tuning the relevant SALTMED model parameters.
Model validation was carried out using the remaining treatments (using the calibrated parameter) by comparing simulated soil moisture content, N-uptake, leaves area, yield, and water productivity of cucumber with the observed ones. Statistical and graphical methods were used to evaluate model performance. For the model calibration and validation statistical measures, the R
2, root mean square error (RMSE), and the coefficient of residual mass (CRM) were used. The CRM is a measure of the tendency of the model to overestimate or underestimate the measurements. Negative values for the CRM indicate that the model underestimates the measurements, and positive values for the CRM indicate a tendency to overestimate. For a perfect fit between observed and simulated data, values of RMSE, CRM, and R
2 should equal 0.0, 0.0, and 1.0, respectively. All the analyses were made using Excel (Microsoft Inc.).
Statistical analysis: the combined analysis of all data for the two studied growing seasons were carried out based on [
41], and values of the least significant differences (LSD
at 5% level) were also calculated to compare the means of the different treatments.