poster - International Conference of Agricultural Engineering
poster - International Conference of Agricultural Engineering poster - International Conference of Agricultural Engineering
The experience of using purified wastewater for irrigation in the Marina Baixa Coast County (Alicante, Spain). Proposal of future hydric design plans. Macarena Cavestany 3 , José J. Ferrán 1 , Carlos M. Ferrer 1 , Modesto Pérez 3 , Miguel Redón* 1 , Francisco J. Sanchez 1 , Elvira Santamaría 2 , Juan B. Torregrosa 1 , Francisco J. Zapata 2 1 Universidad Politécnica de Valencia, Departamento de Ingeniería Rural y Agroalimentaria. Camino de Vera s/n 46022 Valencia. miresan@agf.upv.es 2 Conselleria de Agricultura, Pesca, Alimentación y Agua. Generalitat Valenciana, Alicante, España. 3 Vaersa, Alicante, España. Abstract This paper will explore the experimentation and real problematic of using purified wastewater for irrigation. A semiarid region located in the east of Spain is chosen as a field study where a powerful tourist sector must coexist with the agricultural activity. The mutual relationship between them will preserve the landscape achieving the social, economic and environmental sustainability of the area. Keywords: Irrigation, agriculture uses, purified waste water 1. Introduction Marina Baixa County presents a historical lack of hydric resources as most of Spanish east coast counties; Medio y Bajo Vinalopo, L´Alacantí y Vega Baja (Fig. 1). Besides the scarcity of water, it is worthy to mention the marked torrential regime that characterises the precipitation events in this area (Twort et al., 2000). The historic irrigation surface of the Marina ,Baixa region is about 5.000 ha. Because of that, in the 60’s, two reservoirs: Amadorio and Guadalest of 15 hm 3 each one, were built for irrigation purposes (Quereda Sala, 1978). However, as new economic activities are being developed in the area, agriculture water resources have been forced to seek new water sources . FIGURE 1: Situation map
1.1. Scope and aim The growth of the tourist sector, such as in the city of Benidorm, has supposed a conflict of interest between the hotel services and farmers. In the last two decades, this issue has generated a noteworthy shortage of water resources being used for agriculture purposes. As a consequence of that, in the Marina Baixa area (Fig. 2), water for irrigation uses has been got either from urban area surplus volumes or from purified wastewater. Nowadays, in the study area, the urban water volumes are guaranteed thanks to the construction of desalination plants. Therefore, water surface can be returned to be used for agriculture by means of the interconnection of surplus internal basins and the storage of such volumes when torrential precipitations occur. FIGURE 2: Working area In the present paper, it is related the experiments and problematic in the application of the wastewater to irrigation in this district as well as the integrated use of surplus water surface. 2. Analysis of the irrigation scheme 2.1. Current irrigation situation While the current needs of irrigation are estimated around 12 hm 3 , the urban water demand is deemed to be greater than 20 hm 3 . During rainy seasons, the surface water is stored in the following reservoirs; Amadorio (Capacity= 15,8 hm 3 ) and Guadalest (Capacity = 13,0 hm 3 ). Also, the Carrascal-Bernia aquifer supplies water. In overall, the present water management can meet entirely the urban needs and partially, the irrigation needs. On the contrary, in times of drought, water is scarce and there is strong competition for the resource. When this situation occurs, urban water supply prevails over irrigation needs and therefore, agriculture irrigation areas suffer a strong lack of water. However, even the urban volumes are not fully guaranteed during dry seasons. Thereby, additional water from an external basin is used; the water conduction called “Fenollar-Amadorio” provides water coming from the Tajo River through the Tajo-Segura Transfer. The integrated water management has involved looking for new water sources to overcome seasons where there is shortage of irrigation supply. In this sense, wastewater from the following sewage stations has incorporated into the general irrigation scheme: - Wastewater treatment plant of Benidorm: 13.5 hm 3 /year - Wastewater treatment plant of Villajoyosa: 3.6 hm 3 /year - Wastewater treatment plant of Altea: 3.6 hm 3 /year
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The experience <strong>of</strong> using purified wastewater for irrigation in the<br />
Marina Baixa Coast County (Alicante, Spain). Proposal <strong>of</strong> future<br />
hydric design plans.<br />
Macarena Cavestany 3 , José J. Ferrán 1 , Carlos M. Ferrer 1 , Modesto Pérez 3 , Miguel<br />
Redón* 1 , Francisco J. Sanchez 1 , Elvira Santamaría 2 , Juan B. Torregrosa 1 , Francisco<br />
J. Zapata 2<br />
1 Universidad Politécnica de Valencia, Departamento de Ingeniería Rural y Agroalimentaria.<br />
Camino de Vera s/n 46022 Valencia. miresan@agf.upv.es<br />
2 Conselleria de Agricultura, Pesca, Alimentación y Agua. Generalitat Valenciana, Alicante,<br />
España.<br />
3 Vaersa, Alicante, España.<br />
Abstract<br />
This paper will explore the experimentation and real problematic <strong>of</strong> using purified wastewater<br />
for irrigation. A semiarid region located in the east <strong>of</strong> Spain is chosen as a field study where<br />
a powerful tourist sector must coexist with the agricultural activity. The mutual relationship<br />
between them will preserve the landscape achieving the social, economic and environmental<br />
sustainability <strong>of</strong> the area.<br />
Keywords: Irrigation, agriculture uses, purified waste water<br />
1. Introduction<br />
Marina Baixa County presents a historical lack <strong>of</strong> hydric resources as most <strong>of</strong> Spanish east<br />
coast counties; Medio y Bajo Vinalopo, L´Alacantí y Vega Baja (Fig. 1). Besides the scarcity<br />
<strong>of</strong> water, it is worthy to mention the marked torrential regime that characterises the<br />
precipitation events in this area (Twort et al., 2000).<br />
The historic irrigation surface <strong>of</strong> the Marina ,Baixa region is about 5.000 ha. Because <strong>of</strong> that,<br />
in the 60’s, two reservoirs: Amadorio and Guadalest <strong>of</strong> 15 hm 3 each one, were built for<br />
irrigation purposes (Quereda Sala, 1978). However, as new economic activities are being<br />
developed in the area, agriculture water resources have been forced to seek new water<br />
sources .<br />
FIGURE 1: Situation map