Taiwan experiences significant variability in its water resources, with uneven rainfall distribution leading to challenges in water management, particularly in agriculture. This study investigates the potential of reclaimed water as a supplementary source for agricultural irrigation to address water shortages and improve resource efficiency. The study analyzes data from Taiwan's irrigation management offices and explores two scenarios: the current reclaimed water production capacity and the maximum potential supply. Results indicate that under current conditions, reclaimed water could reduce the overall irrigation water deficit from 28.1 to 20.1%, with a further reduction to 15.4% under maximum capacity. The northern region, in particular, could eliminate its water deficit entirely under both scenarios, while the central and southern regions could see significant improvements. Furthermore, reclaimed water has the potential to irrigate an additional 49,759.7 ha of paddy fields under current capacity, expanding to 82,836.3 ha under maximum capacity. However, the use of reclaimed water must be carefully managed to prevent increased ammonia nitrogen concentrations in rivers, which could lead to water pollution. This study highlights the critical role of reclaimed water in mitigating the impacts of drought and improving water resource sustainability in Taiwan's agricultural sector.

  • Central Taiwan experiences the most significant irrigation water shortages.

  • Water shortages peak during rice-growing seasons, varying across regions.

  • Recycled water can significantly alleviate irrigation demand, particularly in northern Taiwan.

  • Recycled water reduces ammonia nitrogen loads, mitigating river pollution.

  • Reclaimed water can expand irrigated farmland, especially in northern and southern Taiwan.

Taiwan's unique geographical and climatic conditions contribute to its complex water resource challenges. The island features steep and rugged terrain, with 70% of its annual rainfall occurring during the summer plum rain season and typhoon events, while winter precipitation is significantly lower (Hsu et al. 2020). The average annual rainfall in Taiwan from 1949 to 2020 is approximately 2,500 mm, which is 2.5 times the global average (WRA 2023). Despite this seemingly abundant rainfall, the uneven temporal distribution of precipitation ranks Taiwan as the 18th most water-scarce country in the world (Tseng et al. 2012; Scotti 2020).

Long-term climate analyses have revealed significant regional and temporal variations in Taiwan's precipitation patterns. Hsu & Chen (2002) found that, over the past century, rainfall has increased in northern Taiwan while decreasing in the south, with a notable reduction in the number of rainy days across the entire island. Furthermore, Huang et al. (2003) reported that small-scale droughts (defined as periods of no rainfall for 50 consecutive days) in the western plains of Taiwan (from Hsinchu in the north to Pingtung in the south) have expanded to upstream watersheds, indicating an increasing likelihood of large-scale droughts (defined as periods of no rainfall for 100 consecutive days). Additionally, the variability in the timing and spatial patterns of streamflow is significant (Yu et al. 2002). Climate change is expected to exacerbate these trends, affecting Taiwan's river flows by reducing runoff during the dry season (November–April) and increasing it during the wet season (May–October) (Li et al. 2006). These changes will likely intensify the frequency of both droughts and floods, impacting water resources supply and demand and increasing the costs associated with water resource development, transportation, treatment, and distribution (Edward 2024).

Water consumption patterns in Taiwan further complicate the issue. Between 2001 and 2022, agricultural water use accounted for 71.28% of the total water supply, while industrial and domestic water consumption represented 9.46 and 19.26%, respectively. Over the past decade, Taiwan's total water demand has increased by approximately 4.6%, with urban and industrial demand rising by 45.72 and 14.86%, respectively, while agricultural water demand declined by 4.0% (Chen & Hsu 2010). The primary sources of water supply include dams, rivers, and groundwater, contributing 33, 44, and 23% of the total water supply, respectively (Chen & Hsu 2010). However, Taiwan's pricing mechanisms do not reflect the varying costs of water extraction, treatment, and distribution. The uniform retail price of tap water is USD 0.352 per cubic meter, whereas the actual cost of water processing is approximately USD 0.365 per cubic meter (Lee et al. 2018). Additionally, Taiwan's low water pricing structure results in inefficient water use, particularly in agriculture, where irrigation water is priced at only NT$ (New Taiwan dollar) 0.28 per cubic meter, significantly lower than non-agricultural water rates. This low price for agricultural water leads to substantial waste, especially during the rice cultivation period from February to September (Chen & Hsu 2010).

Water quality deterioration has become a critical issue in recent years, particularly in densely populated areas. Sources of contamination include industrial pollution, aquaculture activities, and agricultural runoff, which contribute to heavy metal contamination in natural water bodies (Zhang et al. 2018). Secondary releases of chemical fertilizers and pesticides further exacerbate pollution levels (Du et al. 2005). These localized anthropogenic activities have led to increased degradation of river and lake water quality, heightening the risks associated with using natural water sources for irrigation (Kumarathilaka et al. 2018). Given that up to 80% of Taiwan's agricultural irrigation water is sourced from rivers, pollution poses a significant threat to farmland and food safety. According to a 2020 report by Taiwan's Ministry of Environment, there are 7,404 polluted farmland sites (approximately 1,190.6 ha) across the country, with most located in Changhua County (53.8%), followed by Taoyuan City (29.8%) and Taichung City (7.8%) (MOENV-EMA 2021). The contamination of irrigation water with heavy metals necessitates stringent risk management to ensure food safety (Jie et al. 2021). Research by Zhang et al. (2013) also confirmed that heavy metal pollution in farmland soil is primarily caused by the irrigation of polluted water sources.

On a global scale, population growth, rapid urbanization, and climate change have exacerbated water scarcity, making access to sufficient and safe freshwater one of humanity's greatest challenges (Sheidaei et al. 2016). Rising populations increase food demand, necessitating significant freshwater allocations to agriculture (Phogat et al. 2020a, b). However, in many arid and semi-arid regions, water demand already exceeds available surface and groundwater supplies (FAO 2008; Famiglietti 2014; UN Environment 2019). To mitigate water shortages, treated urban wastewater is increasingly recognized as an alternative water source for crop production (Hamilton et al. 2007; Qadir et al. 2010; Grattan et al. 2015; Otoo & Drechsel 2018). Wastewater reuse has been widely implemented, particularly in water-scarce regions such as the Mediterranean, where treated wastewater accounts for 5–12% of total water use (Kidd et al. 2007; Agrafioti & Diamadopoulos 2012; Kellis et al. 2013). Reclaimed water provides multiple benefits, such as alleviating pressure on freshwater supplies, reducing costs and energy consumption (Meneses et al. 2010), recycling nutrients to enhance soil fertility (Hanjra et al. 2012; Becerra-Castro et al. 2015), minimizing sewage discharge into the environment (Meneses et al. 2010; Plumlee et al. 2012), and avoiding the environmental impacts associated with developing new water sources (Ormerod & Scott 2013).

Despite these benefits, long-term reclaimed water use presents challenges, such as increased soil salinity and the risk of soil alkalinity hazards (Assouline et al. 2016; Bardhan et al. 2016; Qian & Lin 2019; Phogat et al. 2020a, b). Moreover, irrigation with heavy metal-contaminated wastewater can lead to the accumulation of heavy metals in soil, increasing their uptake by crops and raising food safety concerns (Liu et al. 2005; Muchuweti et al. 2006; Rothenberg et al. 2007; Arora et al. 2008; Khan et al. 2008). These risks underscore the need for appropriate wastewater treatment and management strategies (Mapanda et al. 2005; Rattan et al. 2005; Al Omron et al. 2012; Mohammed & Folorunsho 2015). Properly treated and managed reclaimed water can serve as a sustainable irrigation source, alleviating environmental and economic pressures on agriculture (Jiménez 2006; Jovanovic 2008; Holt-Giménez et al. 2012; Jaramillo & Restrepo 2017).

Taiwan faces dual challenges regarding water quantity and quality. In response, the Water Resources Agency of the Ministry of Economic Affairs proposed four flood and drought control measures in 2021: expanding water sources, reducing consumption, establishing backup supplies, and enhancing water resource management. Given that industrial wastewater may contain pollutants unsuitable for agricultural irrigation, reclaimed water from domestic sewage treatment plants presents a viable alternative. Therefore, this study evaluates Taiwan's potential for utilizing reclaimed water from existing domestic sewage treatment plants, assessing immediate and future supply capacities to contribute to sustainable water resource management and agricultural resilience.

Rainfall and stream water characteristics in Taiwan

Compared to the average global annual rainfall during 2001–2022, Taiwan receives more than 2.5 times the global average (Figure 1). Significant differences in rainfall exist between the flood season (May–October) and the dry season (November–April) across different regions of Taiwan (Table 1). Over the past 74 years (1949–2022), 78% of Taiwan's annual average rainfall occurred during the flood season, while only 22% occurred during the dry season. This uneven distribution is particularly severe in the southern region, where 89% of the rainfall occurs during the flood season and only 11% during the dry season. The central region has a distribution of 77% during the flood season and 23% during the dry season; the eastern region has 78% during the flood season and 22% during the dry season; and the northern region has 65% during the flood season and 35% during the dry season, respectively. These figures indicate a highly uneven rainfall distribution across the island. This temporal and spatial imbalance in rainfall exacerbates the challenges of managing and utilizing water resources in Taiwan.
Table 1

Rainfall characteristics in Taiwan.

Water resource regionAverage (1949–2022)
Flood periodaDry periodbRFDc
Northern 1,889d 1,035 65:35 
Central 1,652 489 77:23 
Southern 2,259 275 89:11 
Eastern 1,627 563 78:22 
Taiwan 1,938 556 78:22 
Water resource regionAverage (1949–2022)
Flood periodaDry periodbRFDc
Northern 1,889d 1,035 65:35 
Central 1,652 489 77:23 
Southern 2,259 275 89:11 
Eastern 1,627 563 78:22 
Taiwan 1,938 556 78:22 

aFlood period (May–October).

bDry period (November–April).

cRatio of rainfall in the flood period to the dry period.

dRainfall (mm).

Fig. 1

Comparison of annual rainfall in Taiwan and the average global annual rainfall.

Fig. 1

Comparison of annual rainfall in Taiwan and the average global annual rainfall.

Close modal
According to the 2022 Hydrological Yearbook by Taiwan's Water Resources Agency, 26 rivers in Taiwan are under central government jurisdiction. In the north, there are five main rivers: Huang River, Danshui River, Lanyang River, Fongshan River, and Toucian River. In the central region, the seven main rivers are Jhonggang River, Houlong River, Da-an River, Dajia River, Wu River, Jhuoshuei River, and Beigang River. In the south, 10 main rivers dominate: Puzih River, Bajhang River, Jishui River, Zengwen River, Yanshuei River, Erren River, Agongdian River, Gaoping River, Donggang River, and Sihchong River. The eastern region has four main rivers: Heping River, Hualien River, Siouguluan River, and Beinan River (Figure 2). Over the past 20 years (2001–2022), the annual average total streamflow was 16.7 × 109 m3 for the northern rivers, 16.5 × 109 m3 for the central rivers, 18.4 × 109 m3 for the southern rivers, and 15.9 × 109 m3 for the eastern rivers. In terms of annual average streamflow, the southern rivers surpass the northern rivers; however, due to differences in rainfall timing and spatial distribution, 89% of the southern rivers' streamflow occurs during the wet season. Taiwan's annual average streamflow is 67.5 × 109 m3, but increasingly infrequent rainfall events and rising drought incidents have led to significant changes in streamflow, particularly in the years 2002 (42.23 × 109 m3), 2003 (46.55 × 109 m3), 2014 (46.11 × 109 m3), and 2020 (48.22 × 109 m3) (Figure 3).
Fig. 2

Spatial distribution of the major rivers in Taiwan.

Fig. 2

Spatial distribution of the major rivers in Taiwan.

Close modal
Fig. 3

Annual streamflow in four water resource regions in Taiwan.

Fig. 3

Annual streamflow in four water resource regions in Taiwan.

Close modal
In Taiwan, the River Pollution Index (RPI), which consists of four physico-chemical water quality parameters, such as biochemical oxygen demand (BOD), dissolved oxygen (DO), ammonia nitrogen (NH₃-N), and suspended solids (SS), is used to classify pollution levels based on their values. Four pollution levels are non-polluted (RPI ≤ 2.0), slightly polluted (2.0 < RPI ≤ 3.0), moderately polluted (3.0 < RPI ≤ 6.0), and severely polluted (RPI > 6.0). According to data from the Ministry of Environment (MOENV), over the past 20 years (2001–2023), the rate of severe pollution in Taiwan's rivers decreased from 13.16% in 2001 to 3.3% in 2023. During the same period, moderate pollution increased from 15% in 2001 to 22.9% in 2023, while slight pollution remained steady at 10%, and areas unaffected by pollution consistently stayed above 60%. These trends indicate effective control of overall river pollution in Taiwan (Figure 4). Currently, 62.0% of river sections in Taiwan are unpolluted, 11.8% are slightly polluted, 22.9% are moderately polluted, and 3.3% are severely polluted (MOE 2023). In the northern, central, and eastern regions, over 70% of the rivers are unpolluted. However, the southern region is the most severely polluted, with only 36.62% of rivers remaining unpolluted (Table 2).
Table 2

Pollution levels of rivers in different water resource regions.

Water resource regionNon-pollutedSlightly pollutedModerately pollutedSeverely polluted
Northern 79.50 6.85 12.36 1.29 
Central 71.27 15.61 10.01 3.11 
Southern 36.62 14.42 42.82 5.84 
Eastern 72.11 8.48 19.41 0.00 
Water resource regionNon-pollutedSlightly pollutedModerately pollutedSeverely polluted
Northern 79.50 6.85 12.36 1.29 
Central 71.27 15.61 10.01 3.11 
Southern 36.62 14.42 42.82 5.84 
Eastern 72.11 8.48 19.41 0.00 

Unit: %.

Fig. 4

The trend of pollution levels of major rivers in Taiwan. Note: Non-polluted (RPI ≤ 2.0), slightly polluted (2.0 < RPI ≤ 3.0), moderately polluted (3.0 < RPI ≤ 6.0, and severely polluted (RPI > 6.0).

Fig. 4

The trend of pollution levels of major rivers in Taiwan. Note: Non-polluted (RPI ≤ 2.0), slightly polluted (2.0 < RPI ≤ 3.0), moderately polluted (3.0 < RPI ≤ 6.0, and severely polluted (RPI > 6.0).

Close modal
Out of the 26 major rivers, nine have an unpolluted rate exceeding 80%: four in the northern region, three in the central region, none in the southern region, and two in the eastern region. This indicates that rivers in the northern region are generally healthier than those in other regions. In the northern region, the Danshui River is the most severely polluted, with 20.22% of its river sections classified as moderately to severely polluted, while the Lanyang River has the best status, with 100% of its sections unpolluted (Figure 5). In the central region, the Beigang River has the highest pollution rate at 87.56%, whereas the Da-an River has the best status, with 94% of its sections unpolluted. In the southern region, the Erren River is the most polluted, with 94.33% of its sections affected, while the Gaoping River has the best status, with 53% of its sections unpolluted. In the eastern region, the Siouguluan River has the highest pollution rate at 49.75%, while both the Beinan River and Heping River have the best status, with 100% of their sections unpolluted.
Fig. 5

Pollution levels of major rivers in Taiwan. Note: Non-polluted (RPI ≤ 2.0), slightly polluted (2.0 < RPI ≤ 3.0), moderately polluted (3.0 < RPI ≤ 6.0, and severely polluted (RPI > 6.0).

Fig. 5

Pollution levels of major rivers in Taiwan. Note: Non-polluted (RPI ≤ 2.0), slightly polluted (2.0 < RPI ≤ 3.0), moderately polluted (3.0 < RPI ≤ 6.0, and severely polluted (RPI > 6.0).

Close modal

Indicator of water shortage for irrigation

According to water usage statistics from Taiwan's Water Resources Agency, between 2001 and 2022, Taiwan's average total water consumption was 17.28 billion tons annually. Of this, agricultural water use averaged 12.33 billion tons (71.28%), domestic water use was 3.32 billion tons (19.26%), and industrial water use was 1.63 billion tons (9.46%). Agricultural water use can be further divided into irrigation, aquaculture, and livestock water, accounting for 89.86, 9.42, and 0.72%, respectively. Notably, agricultural water usage consistently exceeded 70% of the total water consumption annually, even in years with scarce rainfall, underscoring the importance of Taiwan's agricultural sector.

According to the 2022 annual report of the Water Resources Agency, the irrigated agricultural land area in Taiwan totals 383,715 ha, of which 364,736 ha (95.05%) are managed by the Irrigation Agency under the Ministry of Agriculture, and the remaining 18,979 ha (4.95%) are managed by Taiwan Sugar Corporation farms. The Irrigation Agency operates 17 Management Offices responsible for overseeing irrigation areas and allocating agricultural irrigation water within their respective administrative regions. In the northern region, there are seven offices, such as Yilan, Peikee, Liugong, Chising, Taoyuan, Shihmen, and Hsinchu, managing a total irrigation area of 64,976 ha (18%). The irrigation area includes Keelung City, Taipei City, New Taipei City, Taoyuan City, Hsinchu County and City, and Yilan City. In the central region, five offices, such as Miaoli, Taichung, Nantou, Changhua, and Yunlin, manage an irrigation area of 151,132 ha (42%). The irrigation area includes Miaoli County, Hsinchu County and City, Taichung City, Nantou County, Chanhua County, Yunlin County, and Chiayi County. In the southern region, three offices, such as Chianan, Kaohsiung, and Pingtung, manage an irrigation area of 117,973 ha (32%). The irrigation area includes Tainan City, Chiayi City and County, Kaohsiung City, and Pingtung County. In the eastern region, two offices, such as Hualien and Taitung, manage an irrigation area of 30,655 ha (8%) (Table 3). The irrigation area includes Pingtung County and Hualien County.

Table 3

Irrigated areas across administrative regions that are managed by 17 Management Offices of Irrigation Agency (MOIA), the Ministry of Agriculture (MOA).

Water resource regionAdministrative regionMOIAIrrigated area (ha)
Northern Yilan City and County (YLN) Yilan 17,759 
Keelung City (KLG) Peikee 5,138 
Taipei City (TPE) Liugong 537 
New Taipei City (NTPC) Chising 629 
Taoyuan City and County (TYN) Taoyuan 22,677 
Shihmen 12,085 
Hsinchu City and County (HCU) Hsinchu 6,151 
Subtotal 64,976 
Central Miaoli City and County (MLI) Miaoli 9,504 
Taichung City and County (TCH) Taichung 25,676 
Nantou City and County (NTU) Nantou 13,242 
Changhua City and County (CHU) Changhua 43,770 
Yunlin County (YUN) Yunlin 58,940 
Subtotal 151,132 
Southern Chiayi City and County (CYI) Chianan 72,897 
Tainan City and County (TNN) 
Kaohsiung City and County (KAO) Kaohsiung 19,874 
Pingtung City and County (PIN) Pingtung 25,202 
Subtotal 45,076 
Eastern Hualien City and County (HUA) Hualien 15,563 
Taitung City and County (TTG) Taitung 15,092 
Subtotal 30,655 
Total 364,736 
Water resource regionAdministrative regionMOIAIrrigated area (ha)
Northern Yilan City and County (YLN) Yilan 17,759 
Keelung City (KLG) Peikee 5,138 
Taipei City (TPE) Liugong 537 
New Taipei City (NTPC) Chising 629 
Taoyuan City and County (TYN) Taoyuan 22,677 
Shihmen 12,085 
Hsinchu City and County (HCU) Hsinchu 6,151 
Subtotal 64,976 
Central Miaoli City and County (MLI) Miaoli 9,504 
Taichung City and County (TCH) Taichung 25,676 
Nantou City and County (NTU) Nantou 13,242 
Changhua City and County (CHU) Changhua 43,770 
Yunlin County (YUN) Yunlin 58,940 
Subtotal 151,132 
Southern Chiayi City and County (CYI) Chianan 72,897 
Tainan City and County (TNN) 
Kaohsiung City and County (KAO) Kaohsiung 19,874 
Pingtung City and County (PIN) Pingtung 25,202 
Subtotal 45,076 
Eastern Hualien City and County (HUA) Hualien 15,563 
Taitung City and County (TTG) Taitung 15,092 
Subtotal 30,655 
Total 364,736 

These management offices formulate irrigation water plans based on factors such as planting areas, crop types, and growth periods before crops are planted. During the cultivation period, water is drawn from rivers, reservoirs, and groundwater for irrigation, which is referred to as actually consumed water (WA). However, the fulfilment of planned irrigation water volumes depends on the actual conditions of rivers, reservoirs, and other water sources, which can lead to water shortages when the actual intake falls short. To evaluate water usage efficiency in the irrigation process, the water shortage rate (RS) is used. This rate is determined by comparing the planned irrigation water volume for the area with the actual water intake during a specified assessment period (e.g., 10-day or monthly intervals), as shown by the formula in Equation (1):
(1)
where RS is the water shortage rate for irrigation (%), WA is the actual water intake (m3 or cm), and WI is the planned irrigation water.

Reclaimed water in Taiwan

The reclaimed water sources considered in this study are strictly limited to domestic wastewater, primarily originating from households. Wastewater is collected through household sewer connections, transported via pipelines to sewage treatment plants, and undergoes secondary or tertiary treatment, with only a few instances of primary treatment. If not reused, the treated effluent is discharged into rivers and the ocean. Therefore, this study advocates for supplying the treated effluent to agricultural irrigation zones downstream of sewage treatment plants. The proposed application method suggests connecting the discharge outlets of sewage treatment plants to nearby existing irrigation channels. This approach allows irrigation to be conducted by gravity flow, utilizing natural topographical slopes, and is recommended by Taiwan's agricultural sector as a feasible application.

According to data from the Ministry of the Interior's National Land Management Agency, Taiwan has a total of 70 sewage treatment plants (Figure 6 and Table 4). The majority of these plants are located in the northern (24), central (23), and southern (20) regions, with the eastern region having the fewest (3). The northern region has the highest capacity, treating 2.09 × 106 tons per day, followed by the southern region at 9.95 × 105 tons, the central region at 2.23 × 105 tons, and the eastern region at 3.64 × 104 tons. Notably, although the northern region has the highest total treatment volume, its treatment rate is not the highest. The northern region has the best sewage treatment rate at 72.05%, followed by the southern region at 55.60%, the eastern region at 54.04%, and the central region at 39.06% (Table 4). The designed sewage treatment capacity for the entire island is 5.33 × 106 tons, while the current actual treatment volume is 3.34 × 106 tons per day, resulting in a sewage treatment rate of 62.77%, indicating that there is still capacity available before reaching full operational capability.
Table 4

Capacity of sewage treatment plants in Taiwan.

Water resource regionAdministrative regionNo. of plantsDesign capacityaActual treated sewageaPlant utilization rate (%)
Northern Yilan 90,000 45,923 51.03 
Keelung 105,000 13,186 12.56 
New Taipei 1,456,400 1,320,974 90.70 
Taipei 740,000 547,096 73.93 
Taoyuan 289,785 93,344 32.21 
Hsinchu 221,000 70,471 31.89 
Subtotal 24 2,902,185 2,090,994 72.05 
Central Miaoli 78,640 30,456 38.73 
Taichung 10 376,010 166,396 44.25 
Changhua 78,800 11,572 14.69 
Nantou 16,700 4,211 25.22 
Yunlin 20,000 10,049 50.25 
Subtotal 23 570,150 222,684 39.06 
Southern Chiayi 91,900 13,367 14.55 
Tainan 382,800 170,988 44.67 
Kaohsiung 1,209,600 774,162 64.00 
Pingtung 104,600 36,170 34.58 
Subtotal 20 1,788,900 994,687 55.60 
Eastern Hualien 50,000 33,341 66.68 
Taitung 17,400 3,082 17.71 
Subtotal 67,400 36,423 54.04 
Total 70 5,328,635 3,344,788 62.77 
Water resource regionAdministrative regionNo. of plantsDesign capacityaActual treated sewageaPlant utilization rate (%)
Northern Yilan 90,000 45,923 51.03 
Keelung 105,000 13,186 12.56 
New Taipei 1,456,400 1,320,974 90.70 
Taipei 740,000 547,096 73.93 
Taoyuan 289,785 93,344 32.21 
Hsinchu 221,000 70,471 31.89 
Subtotal 24 2,902,185 2,090,994 72.05 
Central Miaoli 78,640 30,456 38.73 
Taichung 10 376,010 166,396 44.25 
Changhua 78,800 11,572 14.69 
Nantou 16,700 4,211 25.22 
Yunlin 20,000 10,049 50.25 
Subtotal 23 570,150 222,684 39.06 
Southern Chiayi 91,900 13,367 14.55 
Tainan 382,800 170,988 44.67 
Kaohsiung 1,209,600 774,162 64.00 
Pingtung 104,600 36,170 34.58 
Subtotal 20 1,788,900 994,687 55.60 
Eastern Hualien 50,000 33,341 66.68 
Taitung 17,400 3,082 17.71 
Subtotal 67,400 36,423 54.04 
Total 70 5,328,635 3,344,788 62.77 

aWater in the unit of m3/day (CMD).

Fig. 6

Spatial distribution of irrigated areas and sewage treatment plants in four water resource regions in Taiwan: (a) four water resource regions; (b) irrigated areas.

Fig. 6

Spatial distribution of irrigated areas and sewage treatment plants in four water resource regions in Taiwan: (a) four water resource regions; (b) irrigated areas.

Close modal

Indictor of reclaimed water effectiveness

To assess the efficiency and contribution of reclaimed water in agricultural irrigation, this study adopted a framework where the reclaimed water (WR) from water reclamation centers served as the water supply endpoint, while the agricultural irrigation demand within the irrigation areas constituted the water demand endpoint. The planned water use (WI) and actual water intake (WA) within the irrigation areas managed by the offices were considered as the irrigation demand and actual irrigation water use, respectively.

For the efficient utilization of reclaimed water in agricultural irrigation, the establishment of supplementary watercourses is essential to interconnect existing irrigation channels or ponds, facilitating both water storage and direct irrigation. In this study, two straightforward evaluation indicators, as presented in Equations (2) and (3), are proposed to assess the impact and effectiveness of reclaimed water in agricultural irrigation:
(2)
(3)
where RRI is the reclaimed water contribution rate based on the irrigation plans (%), RRA is the reclaimed water contribution rate based on actual water intake, WR is reclaimed water (ton), and WA and WI are described in Equation (1).

To further analyze the effectiveness of reclaimed water applications, the study established two scenarios. Scenario 1: the immediate supply capacity at the current stage and Scenario 2: the potential supply capacity over the next five years based on the total designed capacity of existing facilities.

Irrigation water shortage across different regions

Data on planned irrigation water and actual water intake were collected from the 17 irrigation management offices under the Taiwan Irrigation Association for the years 2010–2019. The results indicate that the average planned irrigation water amount (WI) over this decade was 15.26 × 109 m3/year. Among the different water resource regions, the central region had the highest planned irrigation amount at 7.76 × 109 m3/year. The planned irrigation water amounts for other regions were relatively similar, ranging from 2.30 to 2.83 × 109 m3/year. The central region accounted for 51% of the total planned irrigation water, followed by the southern region (19%), the eastern region (15%), and the northern region (15%) (Table 5). Taiwan's average annual actual water intake was 10.96 × 109 m3, with an annual water deficit of 4.3 × 109 m3. The central region had the highest actual water intake at 4.81 × 109 m3/year, but also the largest water resource gap which was 2.95 × 109 m3/year. The northern and southern regions had annual deficits of 4.1 × 108 and 9.7 × 108 m3, respectively. Notably, the eastern region's actual water intake exceeded the planned amount, indicating no water shortage in that area.

Table 5

Monthly distribution of water shortage rates for irrigation in four water resource regions in Taiwan.

MonthNorthernCentralSouthernEastern
WIWARSWIWARSWIWARSWIWARS
Jan. 0.11 0.1 13.2 3.09 1.9 38.4 1.74 1.58 8.9 1.36 1.57 –– 
Feb. 1.23 0.97 21.3 4.52 3.22 28.7 2.94 2.05 30.4 2.29 2.27 0.7 
Mar. 2.87 2.24 22.1 7.22 4.49 37.8 3.05 1.99 34.8 2.57 2.48 3.5 
Apr. 2.44 1.98 18.6 7.28 4.09 43.9 2.98 1.71 42.6 2.43 2.3 5.3 
May 2.49 2.14 14.0 7.07 4.2 40.5 2.3 1.38 40.1 2.36 2.21 6.2 
June 2.35 1.95 17.2 6.09 3.83 37.0 1.7 0.94 44.5 1.22 1.49 – 
July 1.67 1.42 15.2 7.1 4.92 30.6 3.07 1.81 41.1 1.55 1.71 – 
Aug. 1.97 1.57 20.3 10.2 5.46 46.5 3.23 1.89 41.3 2.56 2.35 8.4 
Sept. 2.38 2.01 15.3 9.46 5.38 43.1 3.06 1.82 40.6 2.46 2.13 13.7 
Oct. 2.36 1.98 16.1 8.13 5.55 31.7 2.09 1.75 16.6 2.55 2.41 5.4 
Nov. 2.03 1.65 18.8 4.46 3.42 23.4 1.4 1.01 28.0 1.65 1.94 – 
Dec. 1.07 0.92 14.2 3.05 1.6 47.6 0.67 0.63 6.0 0.75 1.22 – 
Ann. 23.0 18.9 17.6 77.6 48.1 38.1 28.3 18.6 34.3 23.8 24.1 – 
MonthNorthernCentralSouthernEastern
WIWARSWIWARSWIWARSWIWARS
Jan. 0.11 0.1 13.2 3.09 1.9 38.4 1.74 1.58 8.9 1.36 1.57 –– 
Feb. 1.23 0.97 21.3 4.52 3.22 28.7 2.94 2.05 30.4 2.29 2.27 0.7 
Mar. 2.87 2.24 22.1 7.22 4.49 37.8 3.05 1.99 34.8 2.57 2.48 3.5 
Apr. 2.44 1.98 18.6 7.28 4.09 43.9 2.98 1.71 42.6 2.43 2.3 5.3 
May 2.49 2.14 14.0 7.07 4.2 40.5 2.3 1.38 40.1 2.36 2.21 6.2 
June 2.35 1.95 17.2 6.09 3.83 37.0 1.7 0.94 44.5 1.22 1.49 – 
July 1.67 1.42 15.2 7.1 4.92 30.6 3.07 1.81 41.1 1.55 1.71 – 
Aug. 1.97 1.57 20.3 10.2 5.46 46.5 3.23 1.89 41.3 2.56 2.35 8.4 
Sept. 2.38 2.01 15.3 9.46 5.38 43.1 3.06 1.82 40.6 2.46 2.13 13.7 
Oct. 2.36 1.98 16.1 8.13 5.55 31.7 2.09 1.75 16.6 2.55 2.41 5.4 
Nov. 2.03 1.65 18.8 4.46 3.42 23.4 1.4 1.01 28.0 1.65 1.94 – 
Dec. 1.07 0.92 14.2 3.05 1.6 47.6 0.67 0.63 6.0 0.75 1.22 – 
Ann. 23.0 18.9 17.6 77.6 48.1 38.1 28.3 18.6 34.3 23.8 24.1 – 

Note: WI and WA in the unit of 108 m3; RS in the unit of %.

The agricultural irrigation water shortage rate (RS) exhibited clear seasonal differences, closely related to water demand during the rice-growing season (Table 5). Higher shortage rates coincided with the water demand for the second-season rice crop, typically peaking in April–May and August–September (Figure 7). In this study, the highest shortage rate was 37.1% in August, while the lowest was 16.1% in November. Regionally, the northern area's agricultural irrigation shortage rate ranged from 13.2 to 22.1%, with an annual average of 17.6%. The central region's shortage rate ranged from 23.4 to 47.6%, with an annual average of 38.1%. The southern region's shortage rate ranged from 6.0 to 44.5%, with an annual average of 34.3%. Although the eastern region experienced some months with water shortages, the most severe being 13.7% in September, it did not face an overall annual water shortage. Spatially, the central and southern regions experienced the highest levels of water shortage, followed by the northern region.
Fig. 7

Monthly distribution of water shortage rates for irrigation in Taiwan.

Fig. 7

Monthly distribution of water shortage rates for irrigation in Taiwan.

Close modal

Contribution of reclaimed water for agricultural irrigation

To evaluate the contribution of reclaimed water to agricultural irrigation, two scenarios were analyzed: current conditions (Scenario 1) and maximum potential supply of reclaimed water (Scenario 2) (Table 6). In Scenario 1, which considers the utilization of current sewage treatment capacity, reclaimed water could supply 8% of the planned irrigation demand and 11.13% of the actual water intake. The northern region leads in the contribution of planned irrigation water from reclaimed water at 33.24%, followed by the southern region at 12.83%. Contributions to actual water intake remain highest in the northern region (40.36%), followed by the southern region (19.53%), with the central and eastern regions both below 2%.

Table 6

Scenario analysis for the potential of reclaimed water for agricultural irrigation.

ScenarioWater resource regionWR (107 m3)WI (107 m3)WA (107 m3)RRI (%)RRA (%)
Scenario 1: current condition Northern 76.32 229.60 189.10 33.24 40.36 
Central 8.13 776.00 480.60 1.05 1.69 
Southern 36.30 282.90 185.90 12.83 19.53 
Eastern 1.33 237.90 241.20 0.56 0.55 
Total 122.08 1,526.40 1,096.80 8.00 11.13 
Scenario 2: maximum potential supply Northern 105.93 229.60 189.10 46.14 56.02 
Central 20.81 776.00 480.60 2.68 4.33 
Southern 65.29 282.90 185.90 23.08 35.12 
Eastern 2.46 237.90 241.20 1.08 1.02 
Total 194.50 1,526.40 1,096.80 12.74 17.73 
ScenarioWater resource regionWR (107 m3)WI (107 m3)WA (107 m3)RRI (%)RRA (%)
Scenario 1: current condition Northern 76.32 229.60 189.10 33.24 40.36 
Central 8.13 776.00 480.60 1.05 1.69 
Southern 36.30 282.90 185.90 12.83 19.53 
Eastern 1.33 237.90 241.20 0.56 0.55 
Total 122.08 1,526.40 1,096.80 8.00 11.13 
Scenario 2: maximum potential supply Northern 105.93 229.60 189.10 46.14 56.02 
Central 20.81 776.00 480.60 2.68 4.33 
Southern 65.29 282.90 185.90 23.08 35.12 
Eastern 2.46 237.90 241.20 1.08 1.02 
Total 194.50 1,526.40 1,096.80 12.74 17.73 

In Scenario 2, assuming the maximum potential capacity utilization of sewage treatment plants, reclaimed water could supply 12.74% of the planned irrigation demand and 17.73% of the actual water intake. The northern region would contribute the most to planned irrigation water with reclaimed water at 46.14%, followed by the southern region (23.08%), while the central region contributes 2.68% and the eastern region just 1.08%. In terms of actual water intake, the northern region's contribution would be 56.02%, the southern region's 35.12%, and the central and eastern region's 4.33 and 1.02%, respectively.

The results of these scenario analyses demonstrate that, under current conditions, reclaimed water can supply only 8% of the planned irrigation demand, but this could increase significantly to 12.74% under Scenario 2. Similarly, the contribution to actual water intake would rise from 11.13% in Scenario 1 to 17.73% in Scenario 2. This suggests that reclaimed water from Taiwan's domestic sewage has the potential to significantly meet agricultural irrigation water demand. When combined with other water conservation measures, reclaimed water can play a critical role in mitigating the impact of droughts on agricultural water supply. Furthermore, this application is particularly suitable for replacing original water sources from heavily polluted rivers, thereby reducing agricultural pollution and soil leaching contamination.

Water quality of reclaimed water for irrigation

Nitrogen is widely recognized as one of the key nutrients affecting the sustainability of aquatic ecosystems. Excessive anthropogenic nitrogen emissions can lead to the deterioration of water quality, resulting in eutrophication. The ammonia nitrogen load from reclaimed water under two scenarios was calculated (Table 7). For sewage treatment plants that do not provide effluent ammonia nitrogen concentration data, the ammonia nitrogen limit set by effluent standards (10 mg/L) was used as a reference. The results of Scenario 1 indicate that the annual ammonia nitrogen load produced across Taiwan is 9,145.46 tons, with the northern region contributing the most at 6,108.25 tons (66.79%), followed by the southern region at 26.87%, the central region at 4.12%, and the eastern region at 2.22%. Scenario 2 results show an annual ammonia nitrogen load of 13,321.36 tons nationwide, with the northern region still contributing the most at 7,927.7 tons (59.51%), followed by the southern region at 31.18%, the central region at 6.89%, and the eastern region at 2.42%. Combining the results from both scenarios, it is evident that the northern and southern regions contribute over 90% of the ammonia nitrogen load to water bodies. Therefore, if the effluent from these regions is effectively utilized for agricultural irrigation, it could significantly alleviate the pressure on the carrying capacity of water bodies.

Table 7

Scenario analysis for the annual ammonia nitrogen load from reclaimed water.

ScenarioWater resource regionNH3-N (ton/year)
Scenario 1: current condition Northern 6,108.25 
Central 376.34 
Southern 2,457.64 
Eastern 203.23 
Total 9,145.46 
Scenario 2: maximum potential supply Northern 7,927.70 
Central 917.56 
Southern 4,154.10 
Eastern 322.00 
Total 13,321.36 
ScenarioWater resource regionNH3-N (ton/year)
Scenario 1: current condition Northern 6,108.25 
Central 376.34 
Southern 2,457.64 
Eastern 203.23 
Total 9,145.46 
Scenario 2: maximum potential supply Northern 7,927.70 
Central 917.56 
Southern 4,154.10 
Eastern 322.00 
Total 13,321.36 

Application of reclaimed water for irrigation

Globally, 80% of wastewater is not adequately treated, yet it is used to irrigate 11% of the world's agricultural land, with even higher percentages in regions such as Latin America, South Asia, and Africa (Kookana et al. 2020). Reusing wastewater for irrigation can alleviate water scarcity and economic pressure in agriculture while increasing year-round water availability (Jiménez 2006; Jovanovic 2008; Holt-Giménez et al. 2012; Jaramillo & Restrepo 2017). Treated wastewater holds significant potential as an alternative water source for irrigation, especially in water-scarce regions (Howell et al. 2015). In areas facing water scarcity and the challenges of climate change, such as South Africa, wastewater reclamation has been adopted as a viable solution (Adewumi et al. 2010). In China and other arid regions, reclaimed water has been widely used for agricultural irrigation (Mapanda et al. 2005; Wang et al. 2007). Ballesteros-Olza et al. (2022) utilized reclaimed water in water-scarce regions of Spain and highlighted multiple initiatives launched by the European Union to promote the use of reclaimed water for irrigation, aiming to alleviate the pressure of climate change on regional water resources. Drechsel et al. (2022) argued that under climate change scenarios, the use of reclaimed water can enhance the resilience of regional water resources. The allocation and utilization of reclaimed water have been shown to help mitigate challenges related to agricultural water shortages while increasing the economic value and productivity derived from it. Trinh et al. (2013) evaluated wastewater reuse as an adaptation strategy to address water resource shortages, with findings indicating that treated wastewater could irrigate at least 22,719 ha of rice paddies.

In this study, we evaluated the planned and actual irrigation water in various regions, as well as the potential capacity of reclaimed water for agricultural irrigation (Tables 5 and 6). In Scenario 1, utilizing reclaimed water under current conditions could reduce the overall water deficit for the entire island from 28.1 to 20.1%, with a further reduction to 15.4% in Scenario 2. Among the various regions, the addition of reclaimed water would eliminate the water deficit in the northern region in both Scenario 1 and Scenario 2. Similarly, in the central region, the water deficit would decrease from 38.1 to 37.0% under current conditions and to 35.4% with the maximum potential supply of reclaimed water. In the southern region, the water deficit would decrease from 34.3 to 21.5% under current conditions and to 11.2% with the maximum potential supply of reclaimed water. These findings indicate that reclaimed water treatment plants have significant potential for agricultural irrigation in the northern and southern regions, effectively addressing the issue of irrigation water deficits.

Furthermore, based on the average irrigation water requirements per unit area for one season of rice paddy fields in Taiwan, it requires 29.54 × 103 m3/ha in the northern region, 21.10 × 103 m3/ha in the central region, 18.33 × 103 m3/ha in the southern, and 50.47 × 103 m3/ha in the eastern region (WRA 2022). Therefore, with the supplementation of reclaimed water for irrigation, an additional 25,834.5 ha of paddy fields in the northern region, 3,853.7 ha in the central region, 19,808.0 ha in the southern region, and 263.5 ha in the eastern region could be irrigated under the current capacity of sewage treatment plants. Under the maximum capacity of the sewage treatment plants, an even larger area could be irrigated: 35,857.6 ha in the northern region, 9,864.1 ha in the central region, 35,627.2 ha in the southern region, and 487.4 ha in the eastern region.

Benefits of reclaimed water irrigation to crop production and environment

The utilization of reclaimed water for irrigation has been expanding in various regions, necessitating legislative oversight to ensure its sustainable management (Arienzo et al. 2009). Numerous studies have evaluated the implications of reclaimed water use in agricultural irrigation. For instance, Kiziloglu et al. (2008) reported that wastewater irrigation enhanced cauliflower and cabbage yields, indicating that untreated wastewater could be viable for short-term applications, whereas primary-treated wastewater may be more suitable for long-term agricultural uses. Similarly, Trinh et al. (2013) found that reclaimed water could supply up to 22% of crops' nitrogen requirements and 14% of their phosphorus needs. On an annual scale, wastewater reuse has the potential to reduce nitrogen discharge by 15–27% and phosphorus discharge by 8–17%, thereby enhancing water resource efficiency while mitigating environmental impacts.

Moreover, Ibekwe et al. (2018) demonstrated that the diverse functional microbial communities in reclaimed water contribute to critical soil processes such as nutrient and carbon cycling. Additionally, the presence of both suspended and dissolved organic matter in reclaimed water may enhance soil fertility, thereby promoting agricultural productivity. Mola et al. (2024) investigated the effects of reclaimed water irrigation on maize and lavender, reporting significant improvements in crop yield, stabilization of soil chemical properties, enhancement of nutrient cycling, and increased microbial diversity and stability. Furthermore, Alkhamisi et al. (2011) found that plants irrigated with wastewater were taller than those irrigated with freshwater, primarily due to the elevated nitrogen content and salinity in reclaimed water. Collectively, these findings underscore the dual benefits of reclaimed water irrigation in improving agricultural productivity and optimizing water resource utilization.

In this study, the annual ammonia nitrogen load from reclaimed water and the annual streamflow across different water resource regions were analyzed (Figure 3 and Table 7). Direct discharge of reclaimed water into rivers can elevate ammonia nitrogen concentrations. Under current conditions (Scenario 1), the estimated ammonia nitrogen concentrations contributed by sewage treatment plants are 0.37, 0.02, 0.13, and 0.01 ppm in the northern, central, southern, and eastern regions, respectively. If treatment plants operate at their maximum potential supply (Scenario 2), these concentrations are expected to increase to 0.48, 0.06, 0.23, and 0.02 ppm in the northern, central, southern, and eastern regions, respectively. According to the Taiwan RPI, ammonia nitrogen concentrations of less than 0.5 ppm, between 0.5 and 0.99 ppm, between 1 and 3 ppm, and greater than 3 ppm are classified as non-polluted, slightly polluted, moderately polluted, and severely polluted, respectively. This indicates that larger amounts of reclaimed water will result in higher ammonia nitrogen concentrations in rivers if not used for irrigation. Therefore, using reclaimed water for agricultural irrigation can reduce the costs associated with water resource management and alleviate the burden on sewage treatment plants (Jang et al. 2010).

Challenges for using reclaimed water irrigation

The application of reclaimed water for irrigation helps alleviate water supply and demand pressures and has significant benefits in mitigating water scarcity crises. While wastewater irrigation is increasingly promoted by governments and regulatory agencies worldwide, two major concerns are associated with this practice (Becerra-Castro et al. 2015). They are (1) alterations in the physical, chemical, and microbial properties of the soil and (2) potential accumulation of chemical and biological contaminants. The former may influence soil fertility and productivity, while the latter poses risks to human and environmental health. Implementing reclaimed water irrigation necessitates integrated risk assessments to mitigate potential adverse effects. Moreover, farmers' acceptance of reclaimed water for irrigation and consumers' food safety concerns regarding reclaimed water-grown agricultural products are critical factors in achieving widespread adoption. Therefore, after confirming the technical feasibility and benefits of reclaimed water irrigation, the next key challenges lie in policy implementation and social acceptance:

  • (1) Clarification of responsibilities and jurisdiction: The provision of treated effluent from sewage treatment plants for agricultural irrigation requires a clear and unified delineation of responsibilities among relevant authorities.

  • (2) Elevating the decision-making authority: Since different agencies oversee reclaimed water management in Taiwan – the Ministry of the Interior's National Land Management Agency for water sources, the Ministry of Economic Affairs' Water Resources Agency for water policy, and the Ministry of Agriculture for agricultural irrigation – the promotion and decision-making of reclaimed water use in agriculture should be coordinated at the national level, under the Executive Yuan or the Office of the President, to ensure effective policy implementation.

  • (3) Crop-specific water quality tolerance: Different crops have varying tolerances for water quality. Taiwan's current promotion of reclaimed water for irrigation primarily targets rice cultivation due to its high water demand and the feasibility of utilizing existing irrigation channel systems for water distribution. However, crops such as vegetables and fruits, which are consumed raw, may pose hygiene and safety concerns depending on the type of water-saving irrigation systems used (e.g., sprinkler or perforated pipe irrigation). Additionally, greenhouses and independent farms without existing irrigation systems present another limitation for the application of reclaimed water.

  • (4) Water quality monitoring standards: The monitoring of water quality at sewage treatment plants is primarily based on discharge standards for rivers, which typically include parameters such as water temperature, pH, BOD, COD, SS, TP, TN, HNO₃, anionic surfactants, oils and greases, residual chlorine, Escherichia coli, and various heavy metals. While some of these parameters overlap with the 19 required irrigation water quality standards, specific heavy metals must be monitored for irrigation use. If reclaimed water is to be used for irrigation, water quality testing must follow irrigation water quality standards, requiring additional parameters such as electrical conductivity, DO, chloride (Cl), sulfate , sodium adsorption ratio, and residual sodium carbonate. These parameters must be tested regularly, either monthly or bi-monthly as per current regulations.

  • (5) Ammonia nitrogen controversy: Ammonia nitrogen (NH3-N) is the most contentious parameter in irrigation water quality standards. Taiwan's current limit for irrigation water is 3 mg/L, yet many river sources used for irrigation often exceed this threshold without reported adverse effects on crop growth. To enhance the applicability of reclaimed water for irrigation, the ammonia nitrogen standard may need to be reassessed. A differentiated tolerance level based on crop types could be considered to balance both crop protection and the broader adoption of reclaimed water for irrigation.

  • (6) Public awareness and acceptance: Strengthening public education on the definitions of wastewater, sewage, and reclaimed water is essential. Continuous field trials on reclaimed water irrigation should be conducted to verify its positive effects on crop growth, yield, and food safety. Clear and transparent information campaigns can help build trust among farmers and consumers, ensuring that reclaimed water used under strict regulations for agricultural irrigation is safe. Encouraging farmers to use reclaimed water for irrigation and gaining consumer confidence in purchasing reclaimed water-grown crops (especially rice) will be crucial for large-scale implementation.

  • (7) Optimizing water resource utilization through demand-based allocation: Future water resource allocation strategies in Taiwan should prioritize reclaimed water for agricultural irrigation, promote water recycling and conservation for industrial use, and reserve clean reservoir water primarily for domestic consumption. This balanced approach ensures a sustainable and resilient water resource management system.

This study highlights the potential of reclaimed water as a sustainable solution for Taiwan's agricultural irrigation shortages. Given Taiwan's uneven rainfall and climate change challenges, reclaimed water offers a viable alternative, particularly in the water-scarce northern and southern regions. This study assesses reclaimed water use across Taiwan, analyzing its impact at three levels, such as counties, irrigation districts, and water resource regions. Findings provide valuable insights for policymakers on wastewater treatment expansion and water management strategies such as water source blending, dilution, or rotational irrigation to ensure stable agricultural production.

Under current conditions, reclaimed water could reduce irrigation deficits from 28.1 to 20.1 and to 15.4% at the maximum capacity. The northern region has the highest potential, potentially eliminating its deficit entirely, while the central and southern regions also see substantial improvements. Additionally, reclaimed water could expand irrigated paddy fields by up to 82,836.3 ha, enhancing food security and resources. However, careful management is required to mitigate environmental risks, particularly ammonia nitrogen pollution from direct discharge. Prioritizing reclaimed water for irrigation over river discharge can enhance water efficiency while reducing pollution.

In conclusion, reclaimed water can significantly improve Taiwan's agricultural resilience by addressing shortages, increasing efficiency, and minimizing environmental impact. Strategic use of reclaimed water, supported by robust regulations, is essential for long-term sustainability.

Data cannot be made publicly available; readers should contact the corresponding author for details.

The authors declare there is no conflict.

Adewumi
J. R.
,
Ilemobade
A. A.
&
Van Zyl
J. E.
(
2010
)
Treated wastewater reuse in South Africa: overview, potential and challenges
,
Resources, Conservation and Recycling
,
55
(
2
),
221
231
.
Alkhamisi
S. A.
,
Abdelrahman
H. A.
,
Ahmed
M.
&
Goosen
M. F. A.
(
2011
)
Assessment of reclaimed water irrigation on growth, yield, and water-use efficiency of forage crops
,
Applied Water Science
,
1
,
57
65
.
Al Omron
A. M.
,
El-Maghraby
S. E.
,
Nadeem
M. E. A.
,
El-Eter
A. M.
&
Al-Mohani
H.
(
2012
)
Long term effect of irrigation with the treated sewage effluent on some soil properties of Al-Hassa Governorate, Saudi Arabia
,
Journal of the Saudi Society of Agricultural Sciences
,
11
(
1
),
15
18
.
Arienzo
M.
,
Christen
E. W.
,
Quayle
W.
&
Kumar
A.
(
2009
)
A review of the fate of potassium in the soil–plant system after land application of wastewaters
,
Journal of Hazardous Materials
,
164
(
2–3
),
415
422
.
Arora
M.
,
Kiran
B.
,
Rani
S.
,
Rani
A.
,
Kaur
B.
&
Mittal
N.
(
2008
)
Heavy metal accumulation in vegetables irrigated with water from different sources
,
Food Chemistry
,
111
(
4
),
811
815
.
Ballesteros-Olza
M.
,
Blanco-Gutiérrez
I.
,
Esteve
P.
,
Gómez-Ramos
A.
&
Bolinches
A.
(
2022
)
Using reclaimed water to cope with water scarcity: an alternative for agricultural irrigation in Spain
,
Environmental Research Letters
,
17
(
12
),
125002
.
Becerra-Castro
C.
,
Lopes
A. R.
,
Vaz-Moreira
I.
,
Silva
E. F.
,
Manaia
C. M.
&
Nunes
O. C.
(
2015
)
Wastewater reuse in irrigation: a microbiological perspective on implications in soil fertility and human and environmental health
,
Environment International
,
75
,
117
135
.
Chen
C. C.
&
Hsu
S. H.
(
2010
)
Estimating the potential water transfer prices using price endogenous theory
,
Water Resources Management
,
24
,
3237
3256
.
Du
M.
,
Chen
J.
&
Ma
Z.
(
2005
)
Impact of water price and water pollution on farmers in Weihe River Valley
,
Environmental Protection
,
10
,
39
43
.
Edward
L. U. O.
(
2024
)
Water cost differences due to regional and seasonal differentiation in Taiwan
,
Asian Journal of Environment & Ecology
,
23
(
2
),
34
61
.
Famiglietti
J. S.
(
2014
)
The global groundwater crisis
,
Nature Climate Change
,
4
(
11
),
945
948
.
FAO
(
2008
)
Coping with Water Scarcity: an Action Framework for Agriculture and Food Security
.
Rome, Italy: FAO Water Reports
.
Grattan
S. R.
,
Díaz
F. J.
,
Pedrero
F.
&
Vivaldi
G. A.
(
2015
)
Assessing the suitability of saline wastewaters for irrigation of Citrus spp.: emphasis on boron and specific-ion interactions
,
Agricultural Water Management
,
157
,
48
58
.
Hamilton
A. J.
,
Stagnitti
F.
,
Xiong
X.
,
Kreidl
S. L.
,
Benke
K. K.
&
Maher
P.
(
2007
)
Wastewater irrigation: the state of play
,
Vadose Zone Journal
,
6
(
4
),
823
840
.
Hanjra
M. A.
,
Blackwell
J.
,
Carr
G.
,
Zhang
F.
&
Jackson
T. M.
(
2012
)
Wastewater irrigation and environmental health: implications for water governance and public policy
,
International Journal of Hygiene and Environmental Health
,
215
(
3
),
255
269
.
Holt-Giménez
E.
,
Shattuck
A.
,
Altieri
M.
,
Herren
H.
&
Gliessman
S.
(
2012
)
We already grow enough food for 10 billion people… and still can't end hunger
,
Journal of Sustainable Agriculture
,
36
(
6
),
595
598
.
Howell
C. L.
,
Myburgh
P. A.
,
Lategan
E. L.
&
Hoffman
J. E.
(
2015
)
An assessment of winery wastewater diluted for irrigation of grapevines in the Breede River Valley with respect to water quality and nutrient load
,
South African Journal of Enology and Viticulture
,
36
(
3
),
413
425
.
Hsu
H. H.
&
Chen
C. T.
(
2002
)
Observed and projected climate change in Taiwan
,
Meteorology and Atmospheric Physics
,
79
,
87
104
.
Hsu
Y. J.
,
Fu
Y.
,
Bürgmann
R.
,
Hsu
S. Y.
,
Lin
C. C.
,
Tang
C. H.
&
Wu
Y. M.
(
2020
)
Assessing seasonal and interannual water storage variations in Taiwan using geodetic and hydrological data
,
Earth and Planetary Science Letters
,
550
,
116532
.
Huang
W. C.
,
Chang
S. Y.
,
Chen
H. Y.
,
Wu
C. H.
,
Liu
H. P.
,
Chang
Y. C.
&
Su
Y. F.
(
2003
)
Frequency analysis of consecutive dry days in the past 30 years over Taiwan area
,
Journal of Taiwan Water Conservation
,
51
,
1
9
.
Ibekwe
A. M.
,
Gonzalez-Rubio
A.
&
Suarez
D. L.
(
2018
)
Impact of treated wastewater for irrigation on soil microbial communities
,
Science of the Total Environment
,
622
,
1603
1610
.
Jang
T.
,
Lee
S. B.
,
Sung
C. H.
,
Lee
H. P.
&
Park
S. W.
(
2010
)
Safe application of reclaimed water reuse for agriculture in Korea
,
Paddy and Water Environment
,
8
,
227
233
.
Jiménez
B.
(
2006
)
Irrigation in developing countries using wastewater
,
International Review for Environmental Strategies
,
6
(
2
),
229
250
.
Jovanovic
N. Z.
(
2008
)
The use of treated effluent for agricultural irrigation: current status in the Bottelary catchment (South Africa)
,
WIT Transactions on Ecology and the Environment
,
112
,
371
380
.
Khan
S.
,
Cao
Q.
,
Zheng
Y. M.
,
Huang
Y. Z.
&
Zhu
Y. G.
(
2008
)
Health risks of heavy metals in contaminated soils and food crops irrigated with wastewater in Beijing, China
,
Environmental Pollution
,
152
(
3
),
686
692
.
Kidd
K. A.
,
Blanchfield
P. J.
,
Mills
K. H.
,
Palace
V. P.
,
Evans
R. E.
,
Lazorchak
J. M.
&
Flick
R. W.
(
2007
)
Collapse of a fish population after exposure to a synthetic estrogen
,
Proceedings of the National Academy of Sciences
,
104
(
21
),
8897
8901
.
Kookana
R. S.
,
Drechsel
P.
,
Jamwal
P.
&
Vanderzalm
J.
(
2020
)
Urbanisation and emerging economies: issues and potential solutions for water and food security
,
Science of the Total Environment
,
732
,
139057
.
Li
M. H.
,
Tung
C. P.
,
Sui
C. H.
&
Yang
F. H.
(
2006
)
Estimating seasonal basin rainfall using Tabu search
,
Terrestrial Atmospheric and Oceanic Sciences
,
17
, 295–316.
doi:10.3319/TAO.2006.17.1.295(Hy)
.
Liu
W. H.
,
Zhao
J. Z.
,
Ouyang
Z. Y.
,
Söderlund
L.
&
Liu
G. H.
(
2005
)
Impacts of sewage irrigation on heavy metal distribution and contamination in Beijing, China
,
Environment International
,
31
(
6
),
805
812
.
Mapanda
F.
,
Mangwayana
E. N.
,
Nyamangara
J.
&
Giller
K. E.
(
2005
)
The effect of long-term irrigation using wastewater on heavy metal contents of soils under vegetables in Harare, Zimbabwe
,
Agriculture, Ecosystems & Environment
,
107
(
2–3
),
151
165
.
Meneses
M.
,
Pasqualino
J. C.
&
Castells
F.
(
2010
)
Environmental assessment of urban wastewater reuse: treatment alternatives and applications
,
Chemosphere
,
81
(
2
),
266
272
.
Ministry of Environment-Environmental Management Administration
(
2021
)
Soil and Groundwater Pollution Remediation 2021 Annual Report, Soil and Groundwater Pollution Remediation Website
.
Soil and Groundwater Pollution Remediation Fund Management Board, Environmental Management Administration, Ministry of Environment, R.O.C. (Taiwan). Available at: https://sgw.moenv.gov.tw/public/achievement/annual-report [Accessed June 2024]
.
Ministry of Environment (2023) River Water Quality. Available at: https://water.moenv.gov.tw/Public/CHT/WQInfo/monitor_river.aspx [Accessed June 2024].
Mohammed
S. A.
&
Folorunsho
J. O.
(
2015
)
Heavy metals concentration in soil and Amaranthus retroflexus grown on irrigated farmlands in the Makera Area, Kaduna, Nigeria
,
Journal of Geography and Regional Planning
,
8
(
8
),
210
217
.
Mola
M.
,
Kougias
P. G.
,
Statiris
E.
,
Papadopoulou
P.
,
Malamis
S.
&
Monokrousos
N.
(
2024
)
Short-term effect of reclaimed water irrigation on soil health, plant growth and the composition of soil microbial communities
,
Science of the Total Environment
,
949
,
175107
.
Muchuweti
M.
,
Birkett
J. W.
,
Chinyanga
E.
,
Zvauya
R.
,
Scrimshaw
M. D.
&
Lester
J. N.
(
2006
)
Heavy metal content of vegetables irrigated with mixtures of wastewater and sewage sludge in Zimbabwe: implications for human health
,
Agriculture, Ecosystems & Environment
,
112
(
1
),
41
48
.
Ormerod
K. J.
&
Scott
C. A.
(
2013
)
Drinking wastewater: public trust in potable reuse
,
Science, Technology, & Human Values
,
38
(
3
),
351
373
.
Otoo
M.
&
Drechsel
P.
(
2018
)
Resource Recovery from Waste: Business Models for Energy, Nutrient and Water Reuse in Low- and Middle-Income Countries
.
New York: Routledge
.
Phogat
V.
,
Mallants
D.
,
Cox
J. W.
,
Šimůnek
J.
,
Oliver
D. P.
,
Pitt
T.
&
Petrie
P. R.
(
2020a
)
Impact of long-term recycled water irrigation on crop yield and soil chemical properties
,
Agricultural Water Management
,
237
,
106167
.
Phogat
V.
,
Mallants
D.
,
Cox
J. W.
,
Šimůnek
J.
,
Oliver
D. P.
&
Awad
J.
(
2020b
)
Management of soil salinity associated with irrigation of protected crops
,
Agricultural Water Management
,
227
,
105845
.
Qadir
M.
,
Wichelns
D.
,
Raschid-Sally
L.
,
McCornick
P. G.
,
Drechsel
P.
,
Bahri
A.
&
Minhas
P. S.
(
2010
)
The challenges of wastewater irrigation in developing countries
,
Agricultural Water Management
,
97
(
4
),
561
568
.
Rattan
R. K.
,
Datta
S. P.
,
Chhonkar
P. K.
,
Suribabu
K.
&
Singh
A. K.
(
2005
)
Long-term impact of irrigation with sewage effluents on heavy metal content in soils, crops and groundwater – a case study
,
Agriculture, Ecosystems & Environment
,
109
(
3–4
),
310
322
.
Rothenberg
S. E.
,
Du
X.
,
Zhu
Y. G.
&
Jay
J. A.
(
2007
)
The impact of sewage irrigation on the uptake of mercury in corn plants (Zea mays) from suburban Beijing
,
Environmental Pollution
,
149
(
2
),
246
251
.
Scotti
A.
(
2020
)
Estimation of Environmental Awareness among University Students – A Focus on Water Scarcity in Taiwan
.
Master's thesis
. Venice:
Universita Ca'Foscari Venezia
.
Sheidaei
F.
,
Karami
E.
&
Keshavarz
M.
(
2016
)
Farmers’ attitude towards wastewater use in Fars Province
,
Iran. Water Policy
,
18
(
2
),
355
367
.
Trinh
L. T.
,
Duong
C. C.
,
Van Der Steen
P.
&
Lens
P. N.
(
2013
)
Exploring the potential for wastewater reuse in agriculture as a climate change adaptation measure for Can Tho City, Vietnam
,
Agricultural Water Management
,
128
,
43
54
.
UN Environment
(
2019
)
Global Environment Outlook – GEO-6: Healthy Planet, Healthy People
,
Cambridge
:
Cambridge University Press
.
Wang
J. F.
,
Wang
G. X.
&
Wanyan
H.
(
2007
)
Treated wastewater irrigation effect on soil, crop and environment: wastewater recycling in the loess area of China
,
Journal of Environmental Sciences
,
19
(
9
),
1093
1099
.
Water Resources Agency (2022). Consuming Water Statistics Database. Available at: https://wuss.wra.gov.tw/annuals.aspx [Accessed June 2024]
.
Water Resources Agency (2023). Hydrological Year Book of Taiwan, Republic of China 2022; Part 1-Rainfall. Taipei, Taiwan: Water Resources Agency. (In Chinese).
Yu
P. S.
,
Yang
T. C.
&
Wu
C. K.
(
2002
)
Impact of climate change on water resources in southern Taiwan
,
Journal of Hydrology
,
260
(
1–4
),
161
175
.
Zhang
C.
,
Appel
E.
&
Qiao
Q.
(
2013
)
Heavy metal pollution in farmland irrigated with river water near a steel plant – magnetic and geochemical signature
,
Geophysical Journal International
,
192
(
3
),
963
974
.
Zhang
C. Y.
,
He
J. T.
,
Zhang
X. W.
&
Ni
Z. H.
(
2018
)
Geochemical characteristics and genesis analyses of high-arsenic groundwater in the Pearl River Delta
,
Huan Jing Ke Xue
,
39
(
8
),
3631
3639
.
This is an Open Access article distributed under the terms of the Creative Commons Attribution Licence (CC BY 4.0), which permits copying, adaptation and redistribution, provided the original work is properly cited (http://creativecommons.org/licenses/by/4.0/).