An approach to costs and energy consumption in private urban Spanish Mediterranean landscapes from a simplified model in sprinkle irrigation

The number of private gardens has increased in recent years, creating a more pleasant urban model, but not without having an environmental impact, including increased energy consumption, which is the focus of this study. The estimation of costs and energy consumption for the generic typology of private urban gardens is based on two simplifying assumptions: square geometry with surface areas from 25 to 500 m2 and hydraulic design with a single pipe. In total, eight sprinkler models have been considered, along with their possible working pressures, and 31 pumping units grouped into 5 series that adequately cover the range of required flow rates and pressures, resultin in 495 hydraulic designs repeated for two climatically different locations in the Spanish Mediterranean area (Girona and Elche). Mean total irrigation costs for the locality with lower water needs (Girona) and greater needs (Elche) were € 2,974 ha-¹ yr-¹ and € 3,383 ha-¹ yr-¹, respectively. Energy costs accounted for 11.4% of the total cost for the first location, and 23.0% for the second. While a suitable choice of the hydraulic elements of the setup is essential, as it may provide average energy savings of 77%, due to the low energy cost in relation to the cost of installation, the potential energy savings do not constitute a significant incentive for the irrigation system design. The low efficiency of the pumping units used in this type of garden is the biggest obstacle and constraint to achieving a high quality energy solution

Projecte de reg per degoteig en una plantació de 5,25 ha de vinya a Can Macià (T.M. d’Òdena, comarca de l’Anoia)

Estudi sobre la instal.lació d’un sistema de reg per degoteig i un sistema de fertirrigació a 5,25 ha de vinya amb les corrresponents instal.lacions necessàries per a un adequat funcionament per tal d’augmentar la rendibilitat de la varietat Chardonnay, garantint de la manera més constant possible, una òptima qualitat de producció per tal d’ aconseguir un marge de seguretat més gran davant les possibles pèrdues de qualitat que es podrien originar per les condicions climàtiques adverses

Projecte de reg per degoteig en una parcel•la de 8,5 ha de vinya del celler Lavinyeta situat a Mollet de Peralada

Aquest projecte pretén satisfer la demanda del Celler Lavinyeta, que vol instaurar unsistema de reg per degoteig en una parcel•la de 8,5 ha. Es vol millorar la producció deraïm per a la vinificació però principalment es vol aconseguir obtenir una producció elmés estable possible en el temps.El celler Lavinyeta es troba al terme municipal de Mollet de Peralada, a la comarca del’Alt Empordà. De totes maneres, algunes parcel•les de la finca pertanyen al municipide Sant Climent de Sescebes

Projecte de disseny i càlcul d'un sistema de reg per degoteig d'arbres fruiters

Aquest projecte té com a objecte el disseny i el càlcul d'un sistema de reg. El sistema de reg es farà mitjançant mànegues de degoters. El sistema de reg permetrà el subministrament d'aigua a uns determinats arbres fruiters mitjançant el bombeig de l'aigua des d'un pou. Es dissenyarà i es calcularà d'un sistema de fertilització per als arbres fruiters.

Projecte de reg per degoteig en una plantació de 5,25 ha de vinya a Can Macià (T.M. d’Òdena, comarca de l’Anoia)

Estudi sobre la instal.lació d’un sistema de reg per degoteig i un sistema de fertirrigació a 5,25 ha de vinya amb les corrresponents instal.lacions necessàries per a un adequat funcionament per tal d’augmentar la rendibilitat de la varietat Chardonnay, garantint de la manera més constant possible, una òptima qualitat de producció per tal d’ aconseguir un marge de seguretat més gran davant les possibles pèrdues de qualitat que es podrien originar per les condicions climàtiques adverses

El cop de sol en pomera: causes i control

En les condicions climàtiques del Sud d’Europa, el cop de sol és un dels factors que més incideixen en la reducció del percentatge de fruits de primera categoria, especialment en certes varietats com ‘Granny Smith’, ‘Fuji’ o ‘Gala’. Existeixen encara certs dubtes respecte les causes del desenvolupament del cop de sol, tot i que està àmpliament acceptat que les altes temperatures del fruit hi juguen un paper important. En canvi, existeix més debat pel que fa al paper de la radiació. Els mecanismes fisiològics causants dels símptomes del cop de sol no són del tot clars. Existeixen diferents hipòtesis, des de la necrosis dels teixits fins a la degradació de pigments en funció del grau de cop de sol. El mètode més efectiu pel seu control és la selecció minuciosa de varietats ben adaptades a les condicions climàtiques locals, ja que mostren diferències en quant a la sensibilitat al cop de sol. Altres experiències de control avaluades en diferents zones del món inclouen la protecció amb xarxes antipedra, refrescament evaporatiu mitjançant reg per aspersió i aplicació d’un film de partícules de caolí amb diferents graus d’èxit i implementació.

Ambientalitació del camp de golf PGA Catalunya

Estudi del camp de golf PGA Catalunya de Caldes de Malavella, l’aigua de reg, ús de models nòrdics poc adequats al clima mediterrani, tipus de gespa i integració del camp al medi. Es proposen una sèrie de mesures per tal de millorar l’eficiència dels diferents processos i obtenir així un benefici ambiental i econòmic

Effluent particle removal by microirrigation system filters

The aim of this work was to determine whether the filters used in microirrigation systems can remove potentially emitter-clogging particles. The particle size and volume distributions of different effluents and their filtrates were established, and the efficiency of the removal of these particles and total suspended solids by screen, disc and sand filters determined. In most of the effluents and filtrates, the number of particles with a diameter > 20 μm was minimal. By analysing the particle volume distribution it was found that particles larger than the disc and screen filter pores appeared in the filtrates. However, the sand filter was able to retain particles larger than the pore size. The filtration efficiency depended more on the type of effluent than on the filter. It was also found that the particle size distribution followed a potential law. Analysis of the β exponents showed that the filters did not significantly modify the particle size distribution of the effluents

Effect of dripline flushing on subsurface drip irrigation systems

The velocity of dripline flushing in subsurface drip irrigation (SDI) systems affects system design, cost, management, performance, and longevity. A 30‐day field study was conducted at Kansas State University to analyze the effect of four targeted flushing velocities (0.23, 0.30, 0.46, and 0.61 m/s) for a fixed 15 min duration of flushing and three flushing frequencies (no flushing or flushing every 15 or 30 days) on SDI emitter discharge and sediments within the dripline and removed in the flushing water. At the end of the field experiment (371 h), the amount of solids carried away by the flushing water and retained in every lateral were determined as well as laboratory determination of emitter discharge for every single emitter within each dripline. Greater dripline flushing velocities, which also resulted in greater flushing volumes, tended to result in greater amounts of solids in the flushing water, but the differences were not always statistically significant. Neither the frequency of flushing nor the interaction of flushing frequency and velocity significantly affected the amount of solids in the flushing water. There was a greater concentration of solids in the beginning one‐third of the 90 m laterals, particularly for treatments with no flushing or with slower dripline flushing velocities. As flushing velocity and concurrently flushing volume increased, there was a tendency for greater solids removal and/or more equal distribution within the dripline. At the end of the field study, the average emitter discharge as measured in the laboratory for a total of 3970 emitters was 0.64 L/h. which was significantly less (approximately 2.5%) than the discharge for new and unused emitters. Only six emitters were nearly or fully clogged, with discharges between 0% and 5% of new and unused emitters. Flushing velocity and flushing frequency did not have consistent significant effects on emitter discharge, and those numerical differences that did exist were small (<3%). Emitter discharge was approximately 3% less for the distal ends of the driplines (last 20% of the dripline). Although not a specific factor in the study, the results of solids removals during flushing and solids retention within the different dripline sections suggest that duration of flushing may be a more cost‐effective management option than increasing the dripline flushing velocity through SDI system design. Finally, although microirrigation system components have been improved over the years, the need for flushing to remove solids and reduce clogging potential has not been eliminated

Filtration of effluents for microirrigation systems

Clogging, measured through head loss across filters, and the filtration quality of different filters using different effluents were studied. The filters used were: 115, 130, and 200 m disc filters; 98, 115, 130, and 178 m screen filters; and a sand filter filled with a single layer of sand with an effective diameter of 0.65 mm. The filters were used with a meat industry effluent and secondary and tertiary effluents of two wastewater treatment plants. It was observed that clogging depended on the type of effluent. With the meat industry effluent, the poorest quality effluent, disc filters clogged more than the other filter types. When the wastewater treatment plant effluents were used, the disc filters showed less frequent clogging. Several physical and chemical parameters, such as total suspended solids, chemical oxygen demand, turbidity, electrical conductivity, pH, and number of particles, were analyzed in the effluents at the entry and exit points of the filters. In general, filters did not reduce the values of the main clogging parameters to a great degree. It was found that the parameter that explained the clogging, expressed as Boucher’s filterability index, was different depending on the type of effluent and filter. The best quality of filtration was achieved with a sand filter when the meat industry effluent was used. No significant differences were observed between the quality of filtration of disc and screen filters when operating with the secondary and tertiary effluents

Subsurface drip irrigation emitter spacing effects on soil water redistribution, corn yield and water productivity

Emitter spacings of 0.3 to 0.6 m are commonly used for subsurface drip irrigation (SDI) of corn on the deep, silt loam soils of the U.S. Great Plains. Subsurface drip irrigation emitter spacings of 0.3, 0.6, 0.9 and 1.2 m were examined for the resulting differences in soil water redistribution, corn grain yield, yield components, seasonal water use, and water productivity in a 4‐year field study (2005 through 2008) at the Kansas State University Northwest Research‐Extension Center, Colby, Kansas. The results indicate that there is increased preferential water movement along the dripline (parallel) as compared to perpendicular to the dripline and that this phenomenon partially compensates for wider emitter spacings in terms of soil water redistribution. Corn yield and water productivity (WP) were not significantly affected by the emitter spacing with application of a full irrigation regime

Using computational fluid dynamics to predict head losses in the auxiliary elements of a microirrigation sand filter

It is often assumed that total head losses in a sand filter are solely due to the filtration media and that there are analytical solutions, such as the Ergun equation, to compute them. However, total head losses are also due to auxiliary elements (inlet and outlet pipes and filter nozzles), which produce undesirable head losses because they increase energy requirements without contributing to the filtration process. In this study, ANSYS Fluent version 6.3, a commercial computational fluid dynamics (CFD) software program, was used to compute head losses in different parts of a sand filter. Six different numerical filter models of varying complexities were used to understand the hydraulic behavior of the several filter elements and their importance in total head losses. The simulation results show that 84.6% of these were caused by the sand bed and 15.4% were due to auxiliary elements (4.4% in the outlet and inlet pipes, and 11.0% in the perforated plate and nozzles). Simulation results with different models show the important role of the nozzles in the hydraulic behavior of the sand filter. The relationship between the passing area through the nozzles and the passing area through the perforated plate is an important design parameter for the reduction of total head losses. A reduced relationship caused by nozzle clogging would disproportionately increase the total head losses in the sand filter

Effect of flushing frequency on emitter clogging in microirrigation with effluents

Flushing is an important maintenance task that removes accumulated particles in microirrigation laterals that can help to reduce clogging problems. The effect of three dripline flushing frequency treatments (no flushing, one flushing at the end of each irrigation period, and a monthly flushing during the irrigation period) was studied in surface and subsurface drip irrigation systems that operated using a wastewater treatment plant effluent for three irrigation periods of 540 h each. The irrigation systems had two different emitters, one pressure compensating and the other not, both molded and welded onto the interior dripline wall, placed in laterals 87 meters long. Dripline flow of the pressure compensating emitter increased 8% over time, while in the nonpressure compensating emitter, dripline flow increased 25% in the surface driplines and decreased 3% in the subsurface driplines by the emitter clogging. Emitter clogging was affected primarily by the interactions between emitter location, emitter type, and flushing frequency treatment. The number of completely clogged emitters was affected by the interaction between irrigation system and emitter type. There was an average of 3.7% less totally clogged emitters in flushed surface driplines with the pressurecompensating emitter as compared to flushed subsurface laterals with the nonpressure compensating emitter

Projecte de plantació de 15 ha de fruiters de llavor al terme municipal de Castelldans (Lleida)

L'objecte del projecte és la optimització de la explotació agrària d'un conjunt de parcel·les ubicades al terme municipal de Castelldans, a la partida coneguda popularment com 'La Devesa', a petició d’un promotor particular, propietari en aquell moment de les parcel·les implicades. El conjunt de la superfície afectada (16,12 ha) s'identifica en el projecte com a ‘Finca La Devesa‘. Alguns dels aspectes que es tracten en el projecte són: la construcció d'un magatzem agrícola; la construcció d'una bassa per a l'abastiment d'aigua de reg; la instal·lació d'un sistema de reg per goter; la plantació de 15 ha de fruiters de llavor i l'explotació dels fruiters de llavor, acollint-se a la normativa vigent de producció integrada.

Private micro-irrigation costs using reclaimed water

The cost of reusing water in micro-irrigation at the field level has not been studied in depth although the use of effluents in agriculture is a viable alternative in areas where water is scarce or there is intense competition for its use. The aim of the present study is to analyse the private costs of water reuse in micro-irrigation in an experimental plot. This analysis is intended to provide information about the decision a farmer would make when the choice to use conventional or reclaimed water is guided by cost criteria. The components of the total costs of different combinations of four types of filters and five emitters that can be installed in micro-irrigation systems using reclaimed water have been studied with the data obtained from an experimental plot in conditions similar to those of fruit orchards. Different scenarios that compared the costs of using conventional or reclaimed water in terms of water price and nutrient content were also studied. The results show that a proper combination of filters and emitters can save up to 33% in irrigation costs. Capital costs and maintenance costs were the most variable among the different combinations. Scenario analysis showed that the greater price of reclaimed water could be compensated by high nutrient contents, which would reduce fertilizer costs