Abstract
Water is critical for economic and social development in Saudi Arabia (KSA). It is essential to meet basic human needs, manage the environment, and sustain economic growth. However, despite the water scarcity and importance, the KSA faces severe challenges due to the unsustainable use of water resources. This chapter aims to comprehensively analyse water status in KSA concerning water resources, uses, security, policies, regulations, technologies, and prospects. The collected data used in this study were mainly from the published reports by the KSA Ministry of Environment, Water and Agriculture (MEWA). Also, the study analysis benefits from the most recent literature covering different water sector disciplines in KSA and similar regions. Based on the current status of water resources in KSA, the study suggested a conceptual framework which can be used to implement the water sector strategy established by the MEWA. The framework can set the problems, aims, procedures, services, action plans, and system monitoring for the water sector in KSA.
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1 Introduction
Water is vital for agriculture but also for industrial and tourism, social life, and nature conservation (Hussain et al. 2019). Water resource management in the twenty-first century faces complex problems as it is the most crucial resource for producing food and represents the essential central resource for humankind throughout human history (Ma and Gourbesville 2022). However, in arid and semi-arid regions, the management of water resources gets worse due to water scarcity, accessibility, irregular rainfall patterns, and high evaporation rates. Also, climate change can affect water availability in these regions through changes in the natural water resources process (Rajmohan et al. 2019).
The KSA covers a land area of ~ 2.25 million km2 (Fig. 1), and the population increased from 25 million in 2007 to about 33 million in 2018, with an average annual growth rate of 3%. (Mumtaz et al. 2019; Alkhudhiri et al. 2019). The economy of the KSA depends mainly on oil, which covers ~ 90% of foreign export earnings and accelerates comprehensive development coupled with population growth and living standards (Chowdhury and Al-Zahrani 2015).
The major part of the KSA is arid, while the coastal strip along the Red Sea is a semi-arid climate. The rainfall in the southwestern part of the country is around 300 mm year−1 due to the southwest monsoon. However, the annual rainfall in the rest of the country is about 100 mm year−1 (Chandrasekharam et al. 2017). The dominant arid climatic conditions in the KSA make water resources management rather difficult. However, managing and developing water resources in the KSA are essential for sustaining population growth and growing the country's agricultural, industrial, and tourism sectors (Fallatah 2020). Groundwater is the KSA's primary water source for agriculture and human activities (Algaydi et al. 2019). Nevertheless, the over-exploitation of its current usage could be more sustainable and increases the potential threat to groundwater quality (Fallatah 2020).
In this chapter, we comprehensively analyse the water status in KSA, including water resources and uses, irrigation methods and techniques, water security, policies and legislation to water use in agriculture and current technologies for improving water utilisation. Also, an attempt was made to analyse the prospects of the water situation concerning use and scarcity.
2 Water Resources
The KSA water resources are categorised into conventional (surface water, renewable and non-renewable groundwater) and non-conventional (desalinated seawater and reclaimed urban water).
2.1 Conventional Water Resources
Water is vital to basic human needs, environmental management, and economic growth. However, conventional water resources in the KSA are limited and challenged by deficient precipitation, i.e. the annual average rainfall is 59 mm; harsh climactic conditions, i.e. in summer, the temperature can reach 55 °C; population growth; and extensive uses of the agricultural sector (Ghanim 2019). These challenges have affected the sustainability of water resources and degraded renewable and non-renewable freshwater resources. In addition, it can negatively impact the country’s environment and economy. Therefore, the vision of 2030 has provided opportunities to enhance water use efficiency in the agricultural sector and reduce the annual extraction from non-renewable water resources. For instance, due to the implementation of the National Water Strategy, the annual extraction of non-renewable groundwater dropped to 15.5 BCM in 2019 and to 13.8 BCM in 2020 (MEWA 2020).
2.1.1 Surface Water
The KSA is devoid of natural permanent rivers or lakes. The surface water represents the torrents and floods resulting from rainfall and what go from it in reefs and valleys. Surface water runoff into valleys and down streams occurs whenever a powerful storm occurs in upper stream drainage basins. Most of the torrents and rainwater are in KSA's western and southwestern regions. A study of rainfall data over 64 years indicated that the average annual rainfall in KSA ranged from 4 to 300 mm (Amin et al. 2016). The western and southwestern regions had the highest mean annual rainfall, 300 mm year−1, while the north-western and south-eastern parts had the lowest, 4–50 mm year−1. The occurrence of rainfall in KSA is scarce and highly varied from year to year. In Al-Qasim, in the country's central region, the rain was 37.2 mm in 2017, while it was 292 mm in 2018 (MEWA 2017; MEWA 2018). The flash in the southwestern mountainous regions is infrequent (Abu-Rizaiza and Allam 1989).
The total number of constructed dams in 2020 in the KSA reached 532 (MEWA 2020), of which 51% have been located in the western and southwestern regions of (Mecca, Asir, Jizan, Al Bahah and Najran) with a total storage capacity of about 2.0 billion cubic meters (BCM). The primary purposes of the dams are to harness surface water, control floodwater, provide drinking water for cities and divert water for agriculture (Baig et al. 2020). For example, the King Fahad dam (Bisha dam), as shown in Fig. 2, is a big dam in the Kingdom with a storage capacity of 325 MCM (FAO 2009). Its primary purposes are flood control, municipal water supply, irrigation, and groundwater supply recharge.
2.1.2 Renewable Groundwater
The Renewable Groundwater represents floods and surface runoff that naturally replenish sediments of valleys and discoveries and eventually recharge shallow alluvial aquifers in KSA. The alluvial aquifers are unconfined aquifers of a thickness that infrequently surpasses 100 m, with an average width of about 1 to 2 km and a length that could run up to 10 kms (Omar and Mohamed 1989; Fallatah 2020). Their mean annual recharge is 900 Mm3. About 80% of it occurs in alluvial aquifers of the western and southwestern regions, representing 10% of the country area. The mean annual surface runoff was estimated to be about 2000 Mm3, 30% redirected for agriculture, 45% infiltrated for recharging the groundwater aquifers, and 25% lost by evaporation (Omar and Mohamed 1989; Fallatah 2020). The alluvial renewable groundwater resources usually are used for municipal and agricultural purposes.
2.1.3 Non-Renewable Groundwater
The non-renewable groundwater characterizes a humongous amount of fossil water formed thousands of years ago in deep confined aquifers at depths of 150–1500 m (FAO 2009). Numerous studies indicated that the fossil groundwater in KSA is stored in seven major consolidated sedimentary old-age aquifers: Saq, Wajid, Minjur, Dhruma, Wasia, Umm Er-Radhuma, and Dammam (Abdulrazzak 1995; FAO, 2009; Chowdhury and Al-Zahrani 2015). Most deep confined aquifers are located in KSA's eastern and central regions. The water reserves estimate of the non-renewable groundwater aquifers of the KSA were shown to be 259–761 BCM, with a limited effective annual recharge rate of 2.4 BCM (Chowdhury and Al-Zahrani 2015; Fallatah 2020). However, the FAO (2009) indicated that the reserve estimate in the KSA is 253 BCM as a proven resource, 405 BCM as a probable resource, and 705 BCM as a possible resource. This is because the agricultural and industrial activities in KSA mainly depend on the fossil water of the deep aquifers. Table 1 shows details of the deep confined aquifers in the country.
2.2 Non-Conventional Water Resources
2.2.1 Desalinated Seawater
The KSA leads the world in producing desalinated seawater for public use. Its production capacity is 51% compared with Arabian Peninsula countries and 19% with global countries (Abdulrazzak 1995). However, the KSA's natural water resources are limited and cannot meet the urban water demand (Ouda et al. 2018). By 2020, the Saline Water Conversion Corporation (SWCC, 2023) reported 32 desalination production systems on the eastern and western coasts. In 2020, the total freshwater production reached 1.9 BCM, of the daily production of 5.9 MCM of desalinated water. The eastern coast plants were set to supply desalinated water to Riyadh and Al-Qasim cities. In contrast, the western coast plants were to supply holy Mecca, Jeddah, Al-Medina, Tabuk, Abha, Asir and Jizan regions (SWCC 2014). The SWCC annual report of 2016 showed that 58.4% of the desalination seawater diverted to the KSA cities comes from the east coast while 41.6% from the west coast. As shown in Fig. 3, the annual productivity of desalination seawater increases annually with a variable rate of 5.8–13.3% to meet the demand increase for freshwater in the country’s growing cities. The production of desalination seawater developed from 997 MCM in 2012 to 1.4 BCM in 2016 (SWCC 2016). All the freshwater produced by the SWCC is directed to municipal uses, representing 63% of total demand and 37% from renewable and non-renewable groundwater (MEWA 2018).
2.2.2 Reclaimed Urban Water
Treated sewage water (TSW) is an essential alternative water resource for reuse in the agriculture sector in KSA. Also, it can alleviate the pressures of pumping groundwater for irrigation purposes.
Due to the limitation of water resources, many countries across the Globe resumed reusing TSW for agriculture; landscaping and industrial cooling purposes (FAO 2009). Although the Kingdom has a high capacity of TSW, a fraction of it is being diverted for reuse in the agriculture or industry sectors. The rest of the sewage water is dumped into the Red Sea or Arabian Gulf (Chowdhury and Al-Zahrani 2015). Ministry of Economic and Planning (MOEP) reported that the production of TSW in KSA increased with an annual rate of 9.3% from 2004 to 2008, while the reclaimed quantity in 2008 was 730 MCM (MOEP 2010). However, the statistical book of the Ministry of Environment, Water and Agriculture (MEWA 2018) reported that the Kingdom established 91 sewage-treated plants across the country with a yearly production of 1.7 BCM. The highest producer regions in the KSA for TSW, respectively, were Riyadh (480.1 MCM), holy Mecca (431.3 MCM), Eastern (404.3 MCM) and Al Medina (128 MCM).
3 Water Uses
The total water demand in the KSA rapidly increased from 17,447 MCM in 2010 to more than 25,990 MCM in 2018 (Fig. 4). However, information on water use between 2010 and 2018 shows high demand in the agricultural sector compared to municipal and industrial sectors (Table 2).
Based on data shown in Table 2, the annual agricultural water demand was 6 times higher than the municipal one during 2010–2018 since there was an embargo on water consumption by the agricultural sector (Chandrasekharam et al. 2017).
Irrigated agriculture utilises almost 82–83% of the demanded water in KSA between 2010 and 2018. The water consumption for the different agricultural products in 2016 (Fig. 5) indicated that alfalfa and dates are the dominant water users in the KSA (Baig et al. 2020).
The municipal water quantities show spatial disparities in KSA, ranging from a minimum of 31 MCM in Najran to a maximum of 1027 MCM in Riyadh (Fig. 6). About 85% of municipal water was consumed domestically, while the remaining 15% was commercially used. Baig et al. (2020) estimated the average per capita water use at 97 m3 year−1 in 2017 in KSA.
Industrial water uses have increased from 753 to 1400 MCM between 2010 and 2018, an increase of 7.5% (Table 2). Also, KSA consumes over 1600 million m3 year−1 of water for producing crude oil (Sakhel et al. 2013). Moreover, industrial water use is projected to increase by 50% in the coming 15 years (Baig et al. 2020) due to the rapid growth of intensive industrial water uses like petrochemicals, fertilisers, mining, cement, steel, and food production (Ouda 2014b).
4 Irrigation Methods and Techniques
4.1 Conventional Irrigation Methods
In the early 1900s, most irrigation methods were surface irrigation, done by flooding the land with water. The driving force of the water flow is gravity; henceforth, gravity flooding was used as an alternative term (Hart et al. 1980). Water was initially allowed to spill over rivers or artesian springs to flood the adjacent land; the method was called uncontrolled flooding. In the eastern region of the KSA, before the 1950s, uncontrolled flooding was practised nearby the hot springs (Euons) of Al-Ahsa oasis (Fig. 7). Later, the uncontrolled flooding methods evolved into controlled flooding methods such as basin, border and furrow surface irrigation. In the Kingdom, flooding methods have been used to irrigate date palm trees, citrus trees, vegetables and cereals crops. However, due to inadequate management of irrigation water using flooding methods has resulted in excessive water losses and tail-water runoff (Turbak and Morel-Seytoux 1988). Since sandy soils of high infiltration rates dominate most of the irrigated agricultural regions of the KSA, flooding methods with current severe water scarcity status are not recommended.
4.1.1 Uncontrolled Flood Irrigation Method
It was a kind of surface irrigation in which croplands were irrigated regardless of the low water use efficiency or uniformity (Walker 1989). It irrigated low crop value or land for grazing or recreation. A field irrigated by uncontrolled flood irrigation method (UFI) is mostly flooded with water that soaked into the soil to supply soil water for the roots of plants or trees. The UFI has prevailed in regions where water supplies were ample. For example, in the KSA, the UFI method was used in the eastern region et Al-Ahsa Oasis, where spring waters were plenty and easy to divert onto the nearby farms and orchards.
4.1.2 Basin Irrigation Method
Basin irrigation is the simplest surface irrigation method constructed by hand. Basin sizes for various soil textures and inflow rates were empirically suggested by a method by Booher (1974), as shown in Table 3. Basin shapes are square but can also exist in irregular and rectangular configurations. An opening in the perimeter dike of a basin was set to supply water from an adjacent ditch. Inside the basin, the inflow of water is undirected and uncontrolled. The basin irrigation method has been used in most of the agricultural regions of the Kingdom, particularly in areas with small field layouts. However, due to the prevailing sandy soils in most of the Kingdom's agricultural regions, the authorities do not recommend the adoption of basin irrigation.
4.1.3 Border Irrigation Method
It is a surface irrigation method subdividing a field into graded strips by installing parallel dikes or border ridges. It suits soils with moderately low to reasonably high intake rates (USDA-SCS 1974). Border or strip irrigation is a modification of the conventional flood irrigation method. It conserves water by using the strip borders along each side of a tree line, thus limiting irrigation to half or less of the date palms floor area. Due to the slope's effects, the stream size per unit width must be significant following a tillage operation but smaller than basins. The accuracy of the field topography is also critical; nonetheless, the extended lengths enable better levelling using farm machinery. In the KSA, regarding border irrigation, water is applied to diked rectangular strips of length varied from 10.0 to 20.0 m, a width from 3.0 to 4.0 m, and spacing between centerlines of the strips of ~ 7.0 m. Irrigation occurs by allowing the flow to advance and infiltrate along the strip from a head ditch. However, larger inflow rates are engaged when the field slope is tiny.
In the Kingdom, the strip irrigation method is commonly used for young date palms. Besides, other crops like alfalfa, vegetables and citrus trees are intercropped between the young date trees. Therefore, to achieve high efficiencies, farmers must monitor the progress of water flow over the field, and sound judgment is required to terminate the inflow at the appropriate time. However, poor design and judgment may lead to reduced efficiency.
4.1.4 Furrow Irrigation Method
Furrow irrigation is a surface irrigation method that requires accurate field grading. It has small shallow channels installed evenly spaced down the slope of the field. Furrows vary in shape and size; they have parabolical cross-sections, flat bottoms, or about a 2–1 side slope (USDA 1979). Furrow grades should be 1.0% or less, but in an arid region like the KSA, furrow grades can be as much as 3.0%, where soil erosion from rainfall is not a hazard. Water flowed in at the high end and conveyed in the small channels to the locality of plants growing in or on beds between the channels. Water flowed in at the high end and conveyed in the small channels to the places of plants growing in or on beds between the channels. The application of enough irrigation water is aiming to achieve lateral penetration. Most vegetable and cereal crops in the KSA can be irrigated with furrow irrigation except fruit trees or crops are grown in ponded water, such as rice. The Furrow irrigation method is suited most to the medium and moderately fine-textured soil of relatively high available water holding capacity and conductivities, allowing water movement in horizontal and vertical directions. The movement of applied water by the furrow irrigation method on coarse-textured sandy soils is downward and has slight lateral penetration.
4.2 Improved Surface Irrigation Methods
4.2.1 Raised Bed Planting (Altadwees)
Raised beds of 0.20–0.40 m height are formed around the trunk of mature palm trees with a width of 2.00–3.0 m, and water flows in the wide depressed areas on the beds’ sides, as shown in Fig. 8a (Al-Taher 2015). Losses due to evaporation are thus reduced when irrigation water flows alternately on each side of the raised beds. Furthermore, the method is suitable for irrigating mature palm trees with no intercropping as the canopies of the palms prevent such practice. Therefore, the technique is among the improved surface irrigation methods that Saudi Irrigation Organization (SIO) encouraged for water savings.
4.2.2 Circle Irrigation (Circular Depression)
Circle irrigation creates circular depressions around date palm tree trunks with a diameter varying between 1.0 m for the young trees and 3.0 m for the mature trees. The circular depressions are connected to concrete or an earth ditch or fed from the head ditch or a pipe (Fig. 8b). Then irrigation water is delivered to the individual circles through small checks from the head ditch or pipeline network. This method received more acceptance than raising bed planting in date palm irrigation because it subjects less surface area to water losses via evaporation.
4.2.3 Date Strip Irrigation (Albwaki)
In this method, the field is subdivided into rectangular strips set with different lengths and widths ranging from 4 to 6 m. Then, a strip is planted with young date palm trees in regular dimensional rows, and the adjacent strip is left without planting (Fig. 8c). Therefore, due to this method, the irrigated area was reduced by 50% (Al-Taher 2015) and consequently, the loss of irrigation water by evaporation was minimized.
4.3 Modern Pressurized Irrigation Systems
In the KSA, using scarce water resources is vital for agricultural development and sustainability (Al-Omran et al. 2021). Thus, adopting modern pressurized micro-irrigation systems and improving the physical properties of sandy soils are necessary for enhancing crop water use efficiency and economic return. Drip, sprinkler, and bubbler irrigation systems are water conservation techniques that reduce excessive on-farm applied water; therefore, they are important for water and food security in the KSA (Al-Ghobari and Mohammad 2011). Sprinkler irrigation saves about 42% compared to conventional surface irrigation methods, while drip irrigation saves about 70% (Al-Ibrahim 1990; Kaur et al. 2020). Accordingly, the irrigation application efficiency of the micro-irrigation systems ranged from 90 to 95%. It was about 70% for the sprinkler, and the surface irrigation method ranged from 45 to 60% (Phocaides 2000; Attri et al. 2022).
4.4 Micro-Irrigation
Micro-irrigation has advantages over traditional irrigation by automating and applying the needed irrigation water and fertilizer at the crop's root zone, decreasing weed and pest infestation, and lowering the operation cost (Madramootoo and Morrison 2013). Micro-irrigation methods include drip, spray, bubbles, and hose-basin application techniques (Kaur et al. 2020). Micro-irrigation is a pressurized irrigation system that utilizes pumps to deliver water under low pressure ranging between 10 and 3 bars. It can be done by sets of mains, sub mains and lateral lines directly to an individual plant or a tree where the water is distributed through an emitter for a plant or more emitters for a tree. However, clogging and mitigation of emitters can encounter their operation related to quality (Capra and Sciolone 2001). Hence, irrigators favour large-sized emitters to avoid clogging.
4.4.1 Sprinkler Irrigation System
Ten major sprinkler irrigation types can be grouped into fixed and portable sprinkler irrigation systems. A centre-pivot system has a moving lateral fixed at one end, and from sprinklers, sprinkles water to irrigate a large circular area. The centre-pivot system is the most adopted sprinkler irrigation type in the KSA. In the past thirty years, vast areas of the KSA desert land have been converted into productive irrigated farms (Al-Ghobari 2014). For example, in 1995, the Kingdom imported about 20,028 centre-pivot systems to irrigate wheat and forage crops. Such large numbers of pivots enhanced the intensive extraction of non-renewable fossil water for forage and wheat irrigation with almost zero recharge.
Consequently, the groundwater levels of principal confined aquifers in the KSA decreased annually by 1–2 m (MEWA 2020). However, in 2016, the authorities banned wheat production and restricted areas for green forage production. Henceforth, most centre-pivot systems were diverted to irrigate vegetable crops such as melons and potatoes. Compared to the conventional methods of irrigation, centre pivot irrigation uses less labour, reduces soil tillage, and lessens runoff and soil erosion.
4.4.2 Bubbler Irrigation System
Each bubbler of the bubbler irrigation system has a high discharge flow rate of about 7.6 L per minute; therefore, it is used to irrigate trees (Fig. 9a). This high discharge allows for shorter irrigation duration. The MEWA recommends using bubblers in date palm orchards and encourages the adoption of pressurized irrigation systems in place of traditional surface irrigation methods. The area irrigated by the bubbler irrigation method is a fraction of that irrigated by the conventional method. Thus it reduces the intensity of water losses caused by evaporation and deep percolation. However, bubblers are sensitive to debris in irrigation water but much less susceptible than the emitters of drip irrigation systems.
4.4.3 Free Flow Pipe Irrigation System
It is a simple irrigation method to supply water around a tree trunk. The SIO developed this tailor-made emission device that consists of a PE tube of 13 mm diameter ending with a gate valve, as shown in Fig. 9b. This method can mitigate clogging when using drippers and bubblers and reduce the need for an expensive filtration module. The gate valve adjusts the flow required for a tree to achieve a high level of distribution uniformity. MEWA recommends such kind of irrigation method for both young and mature palm trees.
4.4.4 Drip Irrigation System
Sandy soils prevailed in most of the cultivated areas of the KSA. Therefore drip irrigation is an appropriate method of irrigation. There are two methods of drip irrigation, surface and subsurface, as shown in Fig. 10a, b. Drip irrigation methods, if designed and implanted properly, farmers could efficiently use water resources and enhance the water productivity of crops (Locascio 2005). Subsurface drip irrigation (SDI) is the most advanced method that applies water and nutrients 15–30 cm under the soil surface near plants’ root zone for maximum crop benefits (Mali et al. 2017). Therefore, the SDI can maintain higher soil water content in the crop root zone and provide favourable conditions for improving plant growth. In addition, the SDI can reduce deep percolation and surface evaporation losses and minimize seasonal water usage (Montazar et al. 2017). The SDI has several significant advantages over the surface drip irrigation (DI) method, such as increased yield, reduced applied water and improved water productivity (Zeineldin and Al-Molhim 2021; Ayars et al. 2015). Drip irrigation methods use around 35% of the water consumed by surface irrigation methods. This was based on an on-farm evaluation, giving high water use efficiency (Maisiri et al. 2005).
4.4.5 Traditional Irrigation Systems
Modern irrigation methods such as water-saving techniques, improvement of soil properties, and deficit irrigation are viable options for increasing water use efficiency and conserving scarce water resources of the KSA compared to traditional surface irrigation methods (Al-Zaidi et al. 2014; Al-Omran et al. 2021). Modern irrigation technology focuses on controlling water to reach the best use of water and labour and mitigate the dangers of waterlogging or salting. The gradual shift towards improved surface irrigation methods and then to modern pressurized irrigation systems was observed all over the agricultural regions of the KSA. For example, a study at Tabuk in the northwest region of the KSA indicated the positive attitudes of farmers toward adopting modern irrigation instead of traditional surface irrigation methods (Al-Zaidi et al. 2014). Based on the Aquastat survey of 2008, the FAO showed modern irrigation methods in the Kingdom covered about 66%, while conventional irrigation methods were employed in the remaining 34% of the irrigated area (FAO 2009). Table 4 shows the distribution per cent of traditional and modern irrigation across the thirteen agricultural regions of the KSA. The survey revealed that the largest irrigated areas are in Riyadh, Al-Qasim, Jizan, Hail, Eastern, and Al Jawf. In the Al-Qasim area, the central part of the KSA, more than one-third of the farmers (38.3%) employed traditional flood irrigation methods (Al-Subaiee et al. 2013) in date palm irrigation.
4.5 Water Security
The water and food security in the Middle East region is generally affected by climate change, water deficit, population increase, urbanisation development, and political problems (Hameed et al. 2019). Therefore, to fill gaps in the water supply, extensive energy is consumed for water desalination and wastewater recycling in the KSA (McDonnell 2014).
KSA highly depends on the groundwater resources found in the different aquifer formations that serve for crop production and domestic and industrial usage (Oumar et al. 2015). While the country is endowed with 2360 BCM of nonrenewable groundwater; however, only 1180 BCM is extractable, 50% (MEWA 2018). The over-extraction, especially for agricultural activity, and the negligible recharge rates have initialised severe concerns towards the KSA water security (National Water Strategy 2016).
Thus, water security faces fundamental challenges, including declining freshwater, water quality deterioration, climate change, non-beneficial water losses and poor water use efficiency in the KSA (Hameed et al. 2019).
The Kingdom's population rapidly increased, from around 4 million in 1960 to 32.5 million in 2018, and is projected to grow by 77% by the year 2050 (Baig et al. 2020; Rambo et al. 2017). This situation made the country incapable of meeting its agricultural water demands and investing heavily in desalination to meet the potable water-increasing needs (Baig et al. 2020; Palanichamy et al. 2018). As a result, water consumption rates in KSA’s agricultural and urban sectors are considered wasteful (MEWA 2018). Furthermore, the lack of a tariff policy on extracted water from wells for agricultural purposes resulted in quantitative depletion and qualitative deterioration of groundwater, which have jeopardised water and food security in the KSA (Baig et al. 2020).
Despite the rapid population increase in urbanised areas and improving living quality, the KSA ensures its long-term water security for potable water by desalination (Lovelle 2015). Furthermore, seawater desalination is suggested as a sustainable solution for water scarcity in Saudi Arabia by employing renewable energy (Gujral et al. 2018).
However, if urbanisation growth outpaces the sustainable growth rate, the KSA will undergo a heightened threat to water and food security. Therefore, managing the demand and supply of water with the unprecedented population growth is a critical challenge for the KSA water security in the future. Therefore, there is a crucial need for behaviour changes to encourage water conservation and efficient water practices in agricultural, municipal and industrial usage sectors.
4.6 Policies and Legislation to Water Use in Agriculture
Water conservation and sustainability are the most critical components for overcoming water scarcity in KSA. However, according to the MEWA report of 2018, the rate of water consumption in the urban and agricultural sectors could have been more economically reasonable.
The KSA has started to formulate policies and strategies that regulate water use. The KSA started an agricultural policy for food self-sufficiency in the 1970s and achieved food self-sufficiency in many crops. Unfortunately, this policy resulted in the rapid depletion of groundwater. Later on, in 2008, the KSA introduced a new agricultural policy (Ouda 2014a). Accordingly, efforts were made to develop extensive, but efficient water conveys systems (Baig et al. 2020). Hence, the KSA's new policies restrict planting crops of high water consumption like wheat, barley and fodder. Also, the new policies encourage farmers to grow vegetable crops in greenhouses using water-saving technologies (Baig et al. 2017). As a result, the new policy has resulted in a noticeable reduction in irrigation water demand and the cultivated area of cereal crops. However, it needed to support the sustainable utilisation of groundwater resources (Ouda 2014a). The new policy has increased the importation of food crops to satisfy the country’s demand (Multsch et al. 2017). However, this virtual water-dependent policy will save more water (Antonelli and Tamea 2015). Therefore, the virtual water trade is suggested to preserve water resources in KSA (Grindle et al. 2015). Trade-in virtual water can reduce water requirements in the agricultural and industrial sectors, allowing the exporters to achieve higher water productivity than importers (Odhiambo 2017).
The ministries council has approved the new water system act of the KSA, and it has been acting since the end of the year 2020 (MEWA 2020). It is a comprehensive new system that contains 77 articles. The system aims at preserving, developing, and protecting water resources, ensuring their sustainability and management. Also, it aims to regulate the water resources affairs, the rights related to them, and their uses, enhance the private sector's participation in the water system's activities, and strengthen effective governance. The act gave the MEWA the right to install meters to measure the water flow from wells located in non-renewable aquifers. Moreover, the new water policy aims to control and regulate the amount of water consumption and rationalise its use. Also, the MEWA may consider charging a fee if water consumption exceeds a given water rationing.
Permit-based groundwater systems (PBGS) have become more dominant; because more powerful pumps, population increase, and economic development have driven demand for groundwater that often oversupply. The PBGS enable the water administration to allocate water to different uses ranging from domestic, agricultural, and industrial uses to environmental ones, such as sustaining wetlands and the base flow of rivers (Mechlem 2016). However, implementing the PBGS is not cost-effective, administratively challenging, and time-consuming, especially in countries with many small-scale users. Moreover, introducing the PBGS will likely only succeed if it is well-designed and tailored to the local context and administrative capacity (Mechlem 2016). Hence, water policies and strategies in KSA should address the allocation of agricultural water demand with crop market values and water conservation aspects (Odhiambo 2017).
4.7 Technologies for Improving Water Utilisation
Adopting modern irrigation technologies in KSA reached 66%, while traditional surface irrigation was 34% (Baig et al. 2020). Nevertheless, the irrigation efficiency is only 50% (Al-Omran et al. 2021). Hence, improving irrigation technology and implementing on-farm water management can enhance irrigation efficiency. Al-Ghobari and Dewidar (2018) reported that integrating deficit irrigation strategies into surface and subsurface drip irrigation can save water in KSA. They found that the most significant irrigation water use efficiencies were obtained from the subsurface and surface drip at 0.6 of the total irrigation supply compared to 1.0 and 0.8. They conclude that deficit irrigation strategies show specific advantages to irrigation water management with minimum effects on crop production and quality. Also, the subsurface irrigation (SSI) system positively impacted irrigation efficiency and enhanced fruit yield and quality of the date palms in the eastern region of KSA (Mohammed et al. 2020). Moreover, the SSI was combined with the smart irrigation scheduling system in the arid region of KSA by Al-Ghobari et al. (2016). They indicated that the smart water controllers significantly reduced the amount of applied water and increased crop yield.
The farmers can easily adopt auto-steer machinery and centre-pivot irrigation systems since it requires little training and skills. However, adoption is often limited to technologies that require further investment in learning, hiring external services and data analysis, like soil and plant moisture sensors and related software (García et al. 2020).
The role of remote sensing technology (RST) is increasing rapidly as a complementary source of information for water resources assessment and monitoring. It can, directly and indirectly, measure nearly all hydrological cycle components (Sheffield et al. 2018). Therefore, satellite remote sensing can play a vital role in filling the gaps and enhancing water resources management (WRM) in KSA. The applications of the RST for WRM include crop water use and stress, evapotranspiration, precipitation, waterlogging, reservoir mapping and infrastructure evaluation (Mahmoud and Alazba 2016; Madugundu et al. 2017; Elhag and Bahrawi 2017; Allbed et al. 2018; Turk et al. 2021).
Desalinated water technology (DWT) can grow many crops under KSA's greenhouse conditions. In addition, using solar desalination reduces the energy cost of producing low-salt concentration water (Hussain et al. 2019). As a result, KSA is one of the leading in the Arab world in DWT, producing more than 1.6 billion m3 of desalinated water each year (Awaad et al. 2020).
Information and Communications Technologies (ICT) have recently been linked with the Internet of Things (IoT) to improve water management globally. Also, they are used to make the operations of water resources, distribution, and quality more efficient (Alshattnawi and Jordan 2017).
4.8 Water Prospects in Saudi Arabia
Water is vital to human needs and development in the Arabian Peninsula. However, Mazzoni et al. (2018) reported that by 2050 the Arabian Peninsula would experience severe water shortages that can reach 20% in Saudi Arabia to almost 190% in Yemen based on their current water budgets. Furthermore, the water resources availability and quality can affect the environment and economy of these states at local and regional scales (Drewes et al. 2012). Therefore, the KSA must establish water management plans integrating water-resource development and management (Odhiambo 2017).
Currently, the KSA water prospects are significantly reducing the annual extraction and instead reusing treated sewage water in the agriculture sector. Based on vision 2030, the country's water strategies have proposed an objective to reduce the annual extraction from 22 to 12 BCM and reuse treated sewage wastewater for irrigation (MEWA 2018). The national strategic water plan of the KSA is to conserve the groundwater of confined aquifers for municipal and industrial usage and achieve water security, in turn, food security. Moreover, the MEWA for achieving development and suitability in the agricultural sector has proposed new crop structures for the agricultural regions, excluding extensive water-demanding crops like alfalfa. Also, MEWA encourages farmers to adopt modern irrigation systems and edge new irrigation technologies like hydroponic and aquaculture production systems.
MEWA formulated and developed a unified framework for the water sector in KSA. The framework includes a comprehensive water strategy that links trends and directions, policies, regulations and practices in the water sector at the national level of the KSA. Also, the framework sets the principal objective of directing the key challenges and restructuring the water sector (MEWA 2020). The MEWA framework has several parts: stakeholder engagement, assessment of the current situation, water resources, sector operations, and facilities. Therefore, to make the MEWA framework more operational, a conceptual framework is suggested in this chapter to adjust the implementation process and consider future changes (Fig. 11).
The suggested conceptual framework can function as a tool that matches the MEWA strategies and policies with developing sustainable water resources. Hence, it defines the problems, aims, procedures, services, action plans, system monitoring, and adaption.
References
Abdulrazzak MJ (1995) Water supplies versus demand in countries of Peninsula. J Water Resour Plan Manag 121(3):227–237. https://doi.org/10.1061/(ASCE)0733-9496(1995)121:3(227)
Abu-Rizaiza OS, Allam MN (1989) Water resources versus water availability in Saudi Arabia. J Water Resour Plan Manag 115(1):64–74. https://doi.org/10.1061/(ASCE)0733-9496(1989)115:1(64)
Al Tokhais AS, Rausch R (2008) The hydrogeology of Al Hassah springs. In: The 3rd international conference on water resources and arid environments and the 1st Arab Water Forum, Riyadh, Saudi Arabia, p 17
Algaydi BAM, Subyani AM, Hamza MHM (2019) Investigation of groundwater potential zones in hard rock terrain, Wadi Na’man. Saudi Arabia. Groundwater 57(6):940–950. https://doi.org/10.1111/gwat.12870
Al-Ghobari HM (2014) Effect of center pivot system lateral configuration on water application uniformity in an arid area. Agric Sci Technol 16:577–589
Al-Ghobari HM, Dewidar AZ (2018) Integrating deficit irrigation into surface and subsurface drip irrigation as a strategy to save water in arid regions. Agric Water Manag 209:55–56. https://doi.org/10.1016/j.agwat.2018.07.010
Al-Ghobari HM, Mohammad FS (2011) Intelligent irrigation performance: evaluation and quantifying its ability for conserving water in arid region. Appl Water Sci 1:73–83. https://doi.org/10.1007/s13201-011-0017-y
Al-Ghobari HM, Mohammad FS, El Marazky MSA (2016) Evaluating two irrigation controllers under subsurface drip irrigated tomato crop. Span J Agric Res 14(4):e1206. https://doi.org/10.5424/sjar/2016144-8615
Al-Ibrahim AA (1990) Water use in Saudi Arabia; problems and policy implications. J Water Resour Plan Manag 116(3):375–388
Alkhudhiri A, Darwish N, Hilal N (2019) Analytical and forecasting study for wastewater treatment and water resources in Saudi Arabia. J Water Process Eng 32:100915. https://doi.org/10.1016/j.jwpe.2019.100915
Allbed A, Kumar AL, Sinha P (2018) Soil salinity and vegetation cover change detection from multi-temporal remotely sensed imagery in Al Hassa Oasis in Saudi Arabia. Geocarto Int 33(8):830–846. https://doi.org/10.1080/10106049.2017.1303090
Al-Omran AM, Al-Khasha A, Eslamian S (2021) Irrigation water conservation in Saudi Arabia in handbook of water harvesting and conservation, chapter 25. https://doi.org/10.1002/9781119776017.ch25
Alshattnawi S, Jordan, I (2017) Smart water distribution management system architecture based on internet of things and cloud computing. In: Proceedings of the 2017 international conference on new trends in computing sciences. https://doi.org/10.1109/ICTCS.2017.31
Al-Subaiee FS, Al-Ghobari HM, Baig MB, Ei-Hag EA, Abu-Riziga MT (2013) Studies on adoption of irrigation methods by the date palm farmers in Al-Qassim area: Kingdom of Saudi Arabia. Bulg J Agric Sci 19(6):1337–1345
Al-Taher AA (2015) Irrigation in the Al-Ahsa Oasis, 1st edn. King Fahd National Library, p 342
Al-Zaidi A, Baig M, Elhag E, Al-Juhani M (2014) Farmers’ attitude toward the traditional and modern irrigation. In: Behnassi M, Shahid S, Mintz-Habib N (eds) Science, policy and politics of modern agricultural system. Springer, Dordrecht, p 390. https://doi.org/10.1007/978-94-007-7957-0_8
Amin MT, Mahmoud SH, Alazba AA (2016) Observation, projection and impacts of climate change in water resources in Arabia Peninsula: current and future. Environ Erath Sci 75:864. https://doi.org/10.1007/s12665-016-5684-4
Antonelli M, Tamea S (2015) Food-water security and virtual water trade in the Middle East and North Africa. Int J Water Resour Dev 31:326–342. https://doi.org/10.1080/07900627.2015.1030496
Attri M, Bharti V, Ahmad NN, Mehta S, Bochalya RS, Bansal KK, Sandhu R (2022) Improved irrigation practices for higher agricultural productivity: a review. IJECC 12(9):51–61. https://doi.org/10.9734/IJECC/2022/v12i930737
Awaad HA, Mansour E, Akrami M, Fath HES, Javadi AA, Negm A (2020) Availability and feasibility of water desalination as a non-conventional resource for agricultural irrigation in the MENA region: a review. Sustainability 12:7592. https://doi.org/10.3390/su12187592
Ayars JE, Fulton A, Taylor B (2015) Subsurface drip irrigation in California—here to stay. Agric Water Manag 157:39–47. https://doi.org/10.1016/j.agwat.2015.01.001
Baig MB, Gary S, Straquadine GS, Aldosari FO (2017) Revisiting extension systems in Saudi Arabia: emerging reasons and realities. J Exp Biol Agric Sci 5:160–164
Baig MB, Alotibi Y, Straquadine GS, Alataway A (2020) Water resources in the Kingdom of Saudi Arabia: challenges and strategies for improvement. In: Zekri S (ed) Water policies in MENA countries, global issues in water policy 23, Springer, New York, p 135. https://doi.org/10.1007/978-3-030-29274-4_7
Booher LJ (1974) Surface irrigation. In: Agricultural development paper 95. Food and Agricultural Organization (FAO), Rome
Capra A, Sciolone B (2001) Wastewater reuse by drip irrigation. In: Transactions on biomedicine and health, vol 5. WIT Press. www.witpress.com
Chandrasekharam D, Lashin A, Al-Arifi N, Al-Bassam A, Varun C (2017) Desalination of seawater using geothermal energy to meet future fresh water demand of Saudi Arabia. Water Resour Manag 31:781–792. https://doi.org/10.1007/s11269-016-1419-2
Chowdhury S, Al-Zahrani M (2015) Characterizing water resources and trends of sector wise water consumptions in Saudi Arabia. J King Saud Univ Eng Sci 27:68–82. https://doi.org/10.1016/j.jksues.2013.02.002
Drewes JE, Patricio C, Garduño R, Amy GL (2012) Water reuse in the Kingdom of Saudi Arabia: status, prospects and research needs. Water Sci Technol Water Supply 12(6):926–936. https://doi.org/10.2166/ws.2012.063
Elhag M, Bahrawi JA (2017) Realization of daily evapotranspiration in arid ecosystems based on remote sensing techniques. Geosci Instrum Method Data Syst 6:141–147. https://doi.org/10.5194/gi-6-141-2017
Fallatah OA (2020) Groundwater quality patterns and spatiotemporal change in depletion in the regions of the Arabian shield and Arabian shelf. Arab J Sci Eng 45:341–350. https://doi.org/10.1007/s13369-019-04069-1
FAO (2008) AQUASTAT Country profile: Saudi Arabia. Food and Agriculture Organization of the United Nations (FAO), Rome. https://www.fao.org/3/ca0220en/CA0220EN.pdf
FAO (2009) Irrigation in the middle East region in Figs. Food and Agriculture Organization of the United Nations (FAO) Water Reports 34, Rome
García IF, Lecina S, Ruiz-Sánchez MC, Vera J, Conejero W, Conesa MR, Alfonso Domínguez A, Pardo JJ, Léllis BC, Montesinos P (2020) Trends and challenges in irrigation scheduling in the semi-arid area of Spain. Water 12:785. https://doi.org/10.3390/w12030785
Ghanim AA (2019) Water resources crisis in Saudi Arabia, challenges and possible management options: an analytic review. World Acad Sci Eng Technol Int J Environ Ecol Eng 13:2
Grindle AK, Siddiqi A, Anadon LD (2015) Food security amidst water scarcity: Insights on sustainable food production from Saudi Arabia. Sustain Prod Consum 2:67–78. https://doi.org/10.1016/j.spc.2015.06.002
Gujral H, Sharma A, Lal S (2018) Empirical analysis of Q&A websites and a sustainable solution to ensure water-security. In: Proceedings of the 11th international conference on contemporary computing (IC3), Noida, India. Book series: international conference on contemporary computing, pp 159–165
Hameed M, Moradkhani H, Ahmadalipour A, Moftakhari H, Abbaszadeh P, Alipour A (2019) A review of the 21st century challenges in the food-energy-water security in the middle east. Water 11:682. https://doi.org/10.3390/w11040682
Hart WE, Collins HG, Woodward G, Humpherys AS (1980) Design and operation of gravity or surface systems (Chapter 13). In: Jensen ME (ed) Design and operation of farm irrigation systems. ASAE Monograph, vol 3, pp 501–580
Hussain MI, Muscoloc A, Farooq M, Ahmad W (2019) Sustainable use and management of non-conventional water resources for rehabilitation of marginal lands in arid and semiarid environments. Agric Water Manag 221:462–476. https://doi.org/10.1016/j.agwat.2019.04.014
Kaur P, Kaur K, Singh H (2020) Role of micro-irrigation in vegetable crops. Int J Agric Innov Res 9(2):2319–2473
Locascio SJ (2005) Management of irrigation for vegetables: past, present, and future. HortTechnology 15:482–485
Lovelle M (2015) Food and water security in the Kingdom of Saudi Arabia. In: Global food and water crises research programme. Future Directions International Pty Ltd., Dalkeith. https://www.futuredirections.org.au/publication/food-and-water-security-in-the-kingdom-of-saudi-arabia/. Accessed 20th July 2020
Ma Q, Gourbesville P (2022) Integrated water resources management: a new strategy for DSS development and implementation. River 1:189–206
Madramootoo CA, Morrison J (2013) Advances and challenges with micro-irrigation. Irrig Drain 62:255–261. https://doi.org/10.1002/ird.1704
Madugundu R, Al-Gaadi KA, Tola E, Hassaballa AA, Patil VC (2017) Performance of the METRIC model in estimating evapotranspiration fluxes over an irrigated field in Saudi Arabia using Landsat-8 images. Hydrol Earth Syst Sci 21:6135–6151. https://doi.org/10.5194/hess-21-6135-2017
Mahmoud SH, Alazba AAA (2016) Coupled remote sensing and the surface energy balance based algorithms to estimate actual evapotranspiration over the western and southern regions of Saudi Arabia. J Asian Earth Sci 124:269–283. https://doi.org/10.1016/j.jseaes.2016.05.012
Maisiri N, Senzanje A, Rockstrom J, Twomlow SJ (2005) On farm evaluation of the effect of low cost drip irrigation on water and crop productivity compared to conventional surface irrigation system. Phys Chem Earth 30:783–791
Mali SS, Jha BK, Singh R, Meena M (2017) Bitter gourd response to surface and subsurface drip irrigation under different fertigation levels. Irrig Drain 66:615–625. https://doi.org/10.1002/ird.2146
Mazzoni A, Heggy E, Giovanni Scabbia G (2018) Forecasting water budget deficits and groundwater depletion in the main fossil aquifer systems in North Africa and the Arabian Peninsula. Glob Environ Change 53:157–173. https://doi.org/10.1016/j.gloenvcha.2018.09.009
McDonnell RA (2014) Circulations and transformations of energy and water in Abu Dhabi’s hydrosocial cycle. Geoforum 57:225–233
Mechlem K (2016) Groundwater governance: the role of legal frameworks at the local and national level-established practice and emerging trends. Water 8:347. https://doi.org/10.3390/w8080347
MEWA (Ministry of Environment Water and Agriculture) (2018) Statistical book of the MEWA, in Arabic. Riyadh. https://www.mewa.gov.sa/ar/InformationCenter/Researchs/Reports/GeneralReports/%D8%A7%D9%84%D9%83%D8%AA%D8%A7%D8%A8%20%D8%A7%D9%84%D8%A5%D8%AD%D8%B5%D8%A7%D8%A6%D9%8A%201439-1440%D9%87%D9%80%20sp%202.pdf
MEWA (Ministry of Environment Water and Agriculture) (2020) Water system. In Arabic. Riyadh. https://laws.boe.gov.sa/BoeLaws/Laws/LawDetails/57261279-94b7-4ddc-8ad2-abf100d246be/1
MEWA (Ministry of Environment Water and Agriculture) (2017) Statistical book of the MEWA, in Arabic. Riyadh. https://www.mewa.gov.sa/ar/InformationCenter/Researchs/Reports/GeneralReports/%D8%A7%D9%84%D9%83%D8%AA%D8%A7%D8%A8%20%D8%A7%D9%84%D8%A7%D8%AD%D8%B5%D8%A7%D8%A6%D9%8A2017%D9%85-3.pdf
MOEP (Ministry of Economy and Planning) (2010) The Ninth development plan (2010–2014). Riyadh
Mohammed MEA, Alhajhoj MR, Munir A-DM (2020) Impact of a novel water-saving subsurface irrigation system on water productivity, photosynthetic characteristics, yield, and fruit quality of date palm under arid conditions. Agronomy 10:1265. https://doi.org/10.3390/agronomy10091265
Montazar L, Zaccaria D, Bali K, Putnam D (2017) A model to assess the economic viability of alfalfa production under surface and subsurface drip irrigation in California. Irrig Drain 66:90–102. https://doi.org/10.1002/ird.2091
Multsch S, Alquwaizany AS, Alharbi OA, Pahlow M, Frede H-G, Breuer L (2017) Water-saving strategies for irrigation agriculture in Saudi Arabia. Int J Water Resour Dev 33(2):292–309. https://doi.org/10.1080/07900627.2016.1168286
Mumtaz R, Baig S, Kazmi SSA, Ahmad F, Fatima I, Ghauri B (2019) Delineation of groundwater prospective resources by exploiting geospatial decision-making techniques for the Kingdom of Saudi Arabia. Neural Comput Appl 31:5379–5399. https://doi.org/10.1007/s00521-018-3370-z
National Water Strategy (2016) Ministry of environment, water and agriculture, KSA. https://mewa.gov.sa/en/Ministry/Deputy%20Ministries/TheWaterAgency/Topics/Pages/Strategy.aspx
Omar SA-R, Mohamed NA (1989) Water resources versus water availability in Saudi Arabia. Water Resour Plann Manage. 115(1):64–74. https://doi.org/10.1061/(ASCE)07339496
Odhiambo GO (2017) Water scarcity in the Arabian Peninsula and socio-economic implications. Appl Water Sci 7:2479–2492. https://doi.org/10.1007/s13201-016-0440-1
Ouda OKM (2014a) Impacts of agricultural policy on irrigation water demand: a case study of Saudi Arabia. Int J Water Resour Dev 30(2):282–292. https://doi.org/10.1080/07900627.2013.876330
Ouda OKM (2014b) Water demand versus supply in Saudi Arabia: current and future challenges. Int J Water Resour Dev 30(2):335–344. https://doi.org/10.1080/07900627.2013.837363
Ouda OKM, Khalid Y, Ajbar AH, Rehan M, Shahzad K, Wazeer I, Nizami AS (2018) Long-term desalinated water demand and investment requirements: a case study of Riyadh. J Water Reuse Desalin 8(3):432–446. https://doi.org/10.2166/wrd.2017.107
Oumar AL, Faisal KZ, Mansour SA, Obaid AA, Mohammed TH, Muawia D, Khaled AA, Osama MK (2015) Evaluation of groundwater quality in an evaporation dominant arid environment; a case study from Al Asyah area in Saudi Arabia. Arab J Geosci 8:6237–6247. https://doi.org/10.1007/s12517-014-1623-4
Palanichamy G, Habib IA, Faheemuddin P (2018) Simplified modeling and analysis of the fog water harvesting system in the Asir Region of the Kingdom of Saudi Arabia. Aerosol Air Qual Res 18:200–213. https://doi.org/10.4209/aaqr.2016.11.0481
Phocaides A (2000) FAO technical handbook on pressurized irrigation techniques. Rome, p 195
Rajmohan N, Niazi BAM, Masoud MHZ (2019) Evaluation of a brackish groundwater resource in the Wadi Al-Lusub basin. Western Saudi Arabia. Environ Earth Sci 78:451. https://doi.org/10.1007/s12665-019-8441-7
Rambo KA, Warsinger DM, Shanbhogue SJ, Lienhard VJH, Ghoniem AF (2017) Water-Energy nexus in Saudi Arabia. Energy Proced 105:3837–3843. https://doi.org/10.1016/j.egypro.2017.03.782
Sakhel SR, Geissen S-U, Vogelpohl A (2013) Virtual industrial water usage and wastewater generation in the Middle East/North African region. Hydrol Earth Syst Sci 10:999–1039
Sheffield J, Wood EF, Pan M, Beck H, Coccia G, Serrat-Capdevila A, Verbist K (2018) Satellite remote sensing for water resources management: potential for supporting sustainable development in data-poor regions. Water Resour Res 54:9724–9758. https://doi.org/10.1029/2017WR022437
SWCC (Saline Water Conversion Corporation) (2014) Annual statistical booklet for operation and maintenance sector. Riyadh
SWCC (Saline Water Conversion Corporation) (2016) Annual statistical booklet for operation and maintenance sector. Riyadh
SWCC (Saline Water Conversion Corporation) (2023) Annual statistical booklet for operation and maintenance sector. Riyadh
Turbak AS, Morel-Seytoux HJ (1988) Analytical solutions for surface irrigation. I: constant infiltration rate. Irrig Drain 114(1):31–47. https://doi.org/10.1061/(ASCE)0733-9437(1988)114:1(31)
Turk K, Zeineldin F, Aljughaiman AS (2021) Mapping and assessment of evapotranspiration over an oasis in arid ecosystem using remote sensing and biophysical modelling. Arab J Geosci 14:2052. https://doi.org/10.1007/s12517-021-08415-2
USDA (1979) Furrow irrigation. Chapter 5, Section 15 (irrigation) soil conservation service notational engineering handbook
USDA-SCS (US Department of Agriculture, Soil Conservation Service) (1974) National engineering handbook. Section 15. Border irrigation. National Technical Information Service, Washington, DC
Walker, W.R. (1989). Guidelines for designing and evaluating surface systems. FAO Irrigation and Drainage Paper 45, Rome. http://www.fao.org/3/T0231E/t0231e00.htm#Contents
Water Atlas (1995) Water atlas. Ministry of Water, Riyadh
Zeineldin FI, Al-Molhim Y (2021) Polymer and deficit irrigation influence on water use efficiency and yield of muskmelon under surface and subsurface drip irrigation. Soil Water Res 16(3):191–203
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Turk, K.G.B., Zeineldin, F.I. (2024). Water Security in Saudi Arabia. In: Ahmed, A.E., Al-Khayri, J.M., Elbushra, A.A. (eds) Food and Nutrition Security in the Kingdom of Saudi Arabia, Vol. 1. Springer, Cham. https://doi.org/10.1007/978-3-031-46716-5_4
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