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Irrigation Systems (irrigation + system)

Distribution by Scientific Domains

Engineering	61%
Chemistry	14%
Life Sciences	9%
Earth and Environmental Science	9%

Selected Abstracts

Conjunctive water management options: examples from economic assessment of system-level water saving through Liuyuankou Irrigation System, China,

IRRIGATION AND DRAINAGE, Issue 5 2007
Shahbaz Khan
économies d'eau à l'échelle d'un périmètre; modèle dynamique d'un système d'irrigation; fonctions de production et de profit; Chine Abstract The paper provides results of a study aimed at saving a substantial amount of water by maintaining deeper groundwater levels to prevent fallow evaporation and by reducing the cost of groundwater abstraction for lowland farmers. An integrated LIS economic appraisal model was developed that linked simulated response of hydrological modelling of different conjunctive management options with economic analysis. The simulation results of the LIS system dynamic model show that a combination of canal lining and pumping groundwater is the most cost-effective way to reduce non-beneficial evapotranspiration and increase water availability by saving up to 68 MCM of water. The simulation results of economic parameters indicated that canal lining and pumping also offer highest net economic benefits (¥21.98 million). Among other options, canal lining also indicates reasonably high net economic benefits (¥9.02 million). The model indicates a small increase in marginal value of water with canal lining (¥1.53,m,3) and pumping and canal lining (¥1.62,m,3). Among other options, the marginal capital cost of water saving for pumping and canal lining together was the lowest (¥0.096,m,3). However, the marginal capital cost of water saving for pumping and shifting canal water downstream was the most expensive (¥1.046,m,3). Copyright © 2007 John Wiley & Sons, Ltd. L'article présente les résultats d'une étude destinée à économiser des quantités d'eau substantielles en maintenant le niveau des nappes suffisamment bas pour éviter l'évaporation non bénéficiaire et en réduisant le coût des prélèvements d'eau souterraine pour les irrigants des parties basses du périmètre. Le modèle d'évaluation économique intégrée LIS (Liuyuankou Irrigation System) a été développé en reliant les réponses simulées de modélisation hydrologique de différentes options de gestion mixte à l'analyse économique. Les résultats des simulations du modèle LIS montrent que la combinaison du revêtement des canaux et du pompage d'eau souterraine est le moyen le plus efficient de réduire l'évapotranspiration non bénéficiaire et d'augmenter la disponibilité de l'eau en économisant jusqu'à 68 Mm3. Les simulations économiques indiquent que le revêtement des canaux et le pompage procurent les bénéfices économiques nets les plus élevés (21,98 millions de ¥). Parmi les autres options, le revêtement des canaux seul procure lui aussi des bénéfices économiques nets relativement élevés (9,02 millions de ¥). Le modèle indique une légère augmentation de l'utilité marginale de l'eau en cas de canaux revêtus (1,53 ¥ m,3) et en cas de combinaison revêtement + pompage (1,62 ¥ m,3). Parmi les autres options, le coût marginal d'économie de l'eau pour la même combinaison était le plus bas (0,096 ¥ m,3). Cependant, le coût marginal d'économie d'eau pour pompage et transfert vers l'aval était le plus coûteux (1,046 ¥ m,3). Copyright © 2007 John Wiley & Sons, Ltd. [source]

Estimation of irrigation flow by hydrograph analysis in a complex agricultural catchment in subtropical China

HYDROLOGICAL PROCESSES, Issue 10 2007
Jia-Liang Tang
Abstract Estimating the amount of irrigation water is challenging at the catchment scale because of the difficulties in direct measurement and interactions between the flow components. The objectives of the study were to characterize the catchment flows in an agricultural catchment with an irrigation system in subtropical China and to estimate catchment irrigation flow using hydrograph analysis methods. A weighting model and multiple regression models were established to estimate catchment irrigation outflow according to the hydrographs of the inflows and outflows of the catchment. The multiple regression models took into consideration the drainage time of base flow, resulting in better estimation on an event and annual basis. Using the MR-6d method, the estimated irrigation outflows amounted to 3700 mm, 2600 mm and 2760 mm during 2001, 2002 and 2003 respectively, which covered 70%, 60% and 64% respectively of the total catchment outflows in the corresponding years. Copyright © 2007 John Wiley & Sons, Ltd. [source]

Influence of lateral canal water depth on offtake and cross-regulator discharge,

IRRIGATION AND DRAINAGE, Issue 5 2009
Mohammad Ali Shahrokhnia
canal d'irrigation; sensibilité; prise d'eau; régulateur transversal Abstract Monitoring and effective operation of control structures are of importance in a modern irrigation system. Previously developed sensitivity indicators can be useful tools for better management of irrigation systems. The influence of lateral canal water depth on the offtaking and ongoing discharges were simulated and evaluated using a simple model in the Doroodzan irrigation system in south-western Iran. Results confirmed the influence of water level changes in the lateral irrigation canal on offtake and cross-regulator discharge. Results obtained also led us to introduce and evaluate two other sensitivity indicators: offtake sensitivity to downstream water depth, and check sensitivity to tertiary canal water depth. Application of the sensitivity indicators in the Doroodzan irrigation system showed the usefulness of developed sensitivity indicators. The average sensitivity indicators varied from 1.10 to 0.44 (m,1) for offtakes and 0.58 to 0.03 (m,1) for cross-regulators. Copyright © 2008 John Wiley & Sons, Ltd. Dans un système d'irrigation moderne il est important d'assurer un suivi et une exploitation efficace des structures de régulation. Les indicateurs de sensibilité précédemment développés peuvent être des outils utiles pour une meilleure gestion des systèmes d'irrigation. L'influence de la profondeur de l'eau du canal latéral sur le débit de la prise et du canal a été simulée et évaluée avec un modèle simple sur le périmètre irrigué Doroodzan situé au sud-ouest de l'Iran. Les résultats confirment l'influence des changements de niveau de l'eau dans le canal d'irrigation latéral sur le débit des prises et des régulateurs transversaux. Les résultats obtenus nous ont conduits à introduire et évaluer deux autres indicateurs de sensibilité: sensibilité du débit de la prise à la profondeur de l'eau en aval et sensibilité à la profondeur d'eau du canal tertiaire. L'application de ces indicateurs de sensibilité au périmètre Doroodzan a montré l'utilité des indicateurs développés. La moyenne des indicateurs de sensibilité varie de 1.10 à 0.44,m,1 pour les prises et de 0.58 à 0.03,m,1 pour les régulateurs transversaux. Copyright © 2008 John Wiley & Sons, Ltd. [source]

Multiple-use management in a large irrigation system: an assessment of technical constraints to integrating aquaculture within irrigation canals,

IRRIGATION AND DRAINAGE, Issue 1 2005
Q. Li
Abstract Many large-scale irrigation systems, originally planned only for irrigation supply, are de facto multiple-use systems, which deliver water also for bathing, laundry, livestock watering, fisheries and other environmental functions. The importance of non-irrigation uses to the livelihoods of the rural poor has generally been ignored both in planning and operating these systems. An improved understanding of competition and complementarity of all water demands is essential for effective multiple-use management. This paper focuses in detail on one particular non-consumptive use: fish farming. The underlying objective is to explore the potential for, and constraints to, introducing cage-based aquaculture as a small enterprise for poor people (including landless households) living close to irrigation canals. A case study of Lower Bhavani Project in Tamil Nadu, India, provides evidence of technical constraints and challenges for irrigation engineers. Copyright © 2005 John Wiley & Sons, Ltd. [source]

Farm size, irrigation practices, and on-farm irrigation efficiency,

IRRIGATION AND DRAINAGE, Issue 1 2005
R. K. Skaggs
Abstract Relationships between farm size, irrigation practices, and on-farm irrigation efficiency in the Elephant Butte Irrigation District, New Mexico, USA are explored using 2001 water delivery data supplied by the irrigation district. The study area is experiencing rapid population growth, development, and competition for existing water supplies. It is conventionally assumed that in the future water will be transferred from agriculture to other uses. Analysis of pecan orchard water delivery data, fieldwork, and interviews with irrigators found extremely long irrigation durations, inefficient irrigation practices, inadequate on-farm infrastructure, and lack of interest in making improvements to the current irrigation system or methods on the smallest farms. These findings are attributed to the nature of residential/lifestyle or retirement agriculture. Irrigation practices on large, commercial orchards are notably different from the smallest farms: irrigation event durations are shorter, less water is applied, and the producers are commercially oriented. With respect to future increases in the efficiency of irrigation water usage, large, commercially oriented producers already have a high level of physical efficiency. Small producers appear to view irrigation as a consumptive, recreational, social, or lifestyle activity, rather than an income-generating pursuit, thus the cost of inducing changes in their practices may be extremely high. Copyright © 2005 John Wiley & Sons, Ltd. [source]

The role of controlled drainage under drought conditions in an irrigated area in NWFP, Pakistan,

IRRIGATION AND DRAINAGE, Issue 2 2003
Gul Daraz Khan
sécheresse; drainage commandé; eaux souterraines; efficacité d'utilisation de l'eau et rendement Abstract The River Swat is the source of irrigation for the entire irrigation system of Mardan, Nowshera and Charsadda districts. Reductions of water and overdrainage have influenced the yield of major crops. The impact of reduced supply at the inlet from the source, drought conditions and overdrainage from the area have lowered the groundwater to a disastrous level. Thus the present groundwater level cannot contribute to the crops. A subsurface collector at its exit in drainage unit 106 was controlled to raise the watertable. The study area was divided into 10 zones. Each zone was separately assessed to analyze the groundwater impact in response to the controlled technique adopted for mitigating drought in different strategies of the canal operation. The interaction of groundwater level with irrigation depth, crop yield, water use efficiency and water saving were also studied. During the rotational period of the canal, irrigations applied in section II raised the water level by nearly 1 m. The upslope area of section III also needed a large irrigation depth. The groundwater level on the downslopes of the lateral drains in sections I and V was at the design depth of 1.1 m during the rotational strategy, while it decreased only slightly on the upslopes of the lateral drains for the same positions. Because of effective control by the collector, the watertable on the downslopes of the laterals in sections II and III was affected less while in the respective upslope area of section III it dropped more than 2 m. The water levels in section IV (both in the upslope and downslope areas along the laterals) remained very close to the design level. A significant contribution of seepage in the upslope of the collector drain considerably reduced the irrigation depths. During the canal closure period, the watertables in the study area dropped to the limit from 2.3 to 3.25 m. After the reopening of the canal, the watertables in sections II, III and IV were raised from 2.55 to 0.70 m. During this period the water levels near the canal reached the design level. The maximum yield of 6.5 tons ha,1 on the downslopes of the lateral drains in section II was obtained, resulting in maximum water use efficiency of 0.93 kg m,3. However, the minimum yield of 3.5 tons ha,1 on the upslopes of the lateral drains in section I was obtained, resulting in the lowest water use efficiency of 0.35 kg m,3 near the deep surface drain (5 m). The impact of controlled subsurface drainage in zones 2, 3 and 7 resulted in the best maintenance of optimum groundwater level and moisture content. Therefore large amounts of extra irrigation water applied (ranging from 23 to 129% of that actually required) in different zones of the controlled area can be saved for drought conditions. Copyright © 2003 John Wiley & Sons, Ltd. RÉSUMÉ Le fleuve Swat est la source d'irrigation pour les systèmes d'irrigation entiers des zones de Mardan, de Nowshera et de Charsadda. Les réductions de drainage de l'eau et d'excédent ont influencé le rendement de récoltes principales. L'impact de l'approvisionnement réduit à l'admission de la source, des conditions de sécheresse et du drainage d'excédent du secteur ont laissé tomber les eaux souterraines à un niveau désastreux. Ainsi le niveau actuel d'eaux souterraines ne peut pas contribuer aux récoltes. Un collecteur à fleur de terre à sa sortie dans l'unité 106 de drainage a été commandé pour soulever le niveau hydrostatique. Le secteur d'étude a été divisé en dix zones. Chaque zone a été séparément évaluée pour analyser l'impact d'eaux souterraines en réponse à la technique commandée adoptée pour atténuer la sécheresse dans différentes stratégies de l'opération de canal. L'interaction du niveau d'eaux souterraines sur la profondeur d'irrigation, le rendement de récolte, l'efficacité d'utilisation de l'eau et l'économie de l'eau ont été également étudié. Pendant la période de rotation du canal, les irrigations appliquées dans la section II ont élevé le niveau d'eau de presque un mètre. Le secteur demontée de la section III avait besoin d'une grande profondeur d'irrigation. Le niveau d'eaux souterraines des déscentes de la vidange latérale dans les sections I et V était à la profondeur de conception de 1.1 m pendant la stratégie de rotation, tandis qu'il diminuait seulement légèrement aux montée des drains latéraux pour les mêmes positions. En raison de la commande efficace du collecteur, le niveau hydrostatique des déscentes des parties latérales dans les sections II et III a été affecté moins, tandis que dans le secteur respectif demontée de la section III il descentait à plus de deux mètres. Les niveaux d'eau dans la section IV (tous les deux dans les secteurs demontée etde déscentes le long des parties latérales) ont demeuré très près de la conception. La contribution significative de l'infiltration dans lamontee du drain de collecteur a considérablement réduit les profondeurs d'irrigation. Pendant la période de fermeture du canal, les niveaux hydrostatiques dans le secteur d'étude sont descendus la limite de 2.3 à 3.25 m. A la réouverture du canal, les niveaux hydrostatiques dans les sections II, III et IV augmenté de 2.55 à 0.70 m. Pendant cette période les niveaux d'eau près du canal ont atteint celui de la concept. Le rendement maximum de 6.5 tons ha,1 aux déscentes des drains latéraux dans la section II a été obtenu, ayant pour résultat l'efficacité maximum d'utilisation de l'eau de 0.93 kg m,3.Cependant le rendement minimum de 3.5 tons ha,1 aux montées des drains latéraux dans la section a été obtenu, ayant pour résultat la plus basse efficacité d'utilisation de l'eau de 0.35 kg m,3 près du drain extérieur profond (5 m). L'impact du drainage à fleur de terre commandé dans les zones 2, 3 et 7 a maintenu le meillear niveau d'eaux souterraines et le contenu d'humidité optimum. Par conséquent la grande quantité de l'eau supplémentaire d'irrigation celle appliquée (s'étendant de 23 à 129% deréellement requise) dans différentes zones de la zone de contrôle peut être sauvée pour les conditions de sécheresse. Copyright © 2003 John Wiley & Sons, Ltd. [source]

Geographical variation in predictive seedling emergence in a perennial desert grass

JOURNAL OF ECOLOGY, Issue 1 2000
Steven E. Smith
Summary 1,Mechanisms that link germination and emergence to environmental cues associated with seedling success (predictive germination) would be expected to evolve when seedlings have a greater mortality risk than seeds, but may be less important in perennial plants than in annual plants. 2,We investigated variation in predictive seedling emergence among divergent populations of a short-lived perennial desert grass, Digitaria californica, from sites that differed in climatic and edaphic factors. This species is native to environments in which the amount and duration of adequate soil moisture may control germination and seedling establishment success. 3,We utilized a special irrigation system that permits application of a range of amounts of water within a single experiment in a glasshouse. Emergence data were subjected to probit and survival analyses to describe differences among the populations in response to applied water. 4,Significant variation in predictive emergence was shown to exist among populations of D. californica when measured as amount of water required for 50% emergence following 3 days of water application, or as time required to achieve this level of emergence. Both climatic and soil characteristics were important with populations that originated from sites with less summer precipitation, and soils with higher water-holding capacity tended to have lower water requirements for emergence. 5,The report demonstrates the existence of subtle variation in predictive emergence among populations of a perennial grass representing a relatively narrow range of ecological amplitude. It also establishes the usefulness of line-source irrigation and probit analysis procedures in studying seedling emergence behaviour. [source]

On-farm management practices to minimise off-site movement of pesticides from furrow irrigation

PEST MANAGEMENT SCIENCE (FORMERLY: PESTICIDE SCIENCE), Issue 10 2006
Danielle P Oliver
Abstract Off-site movement of pesticides from furrow-irrigated agriculture has been a concern in the Ord River Irrigation Area, Western Australia. This paper reports on the effectiveness of incorporation of pesticides by cultivator or power harrows before irrigating, and spraying pesticides only onto beds to minimise off-site transport. Incorporation of pesticides by power harrows prior to irrigation was found to be more effective in decreasing the off-site transport of a more strongly sorbed pesticide, endosulfan. The average load of total endosulfan (, + , + sulfate) decreased by 74% (P < 0.01) from 11.41 g ha,1 from the conventionally treated bays to 2.96 g ha,1 from the incorporated irrigation bays. The total average load of atrazine leaving the irrigation bays was decreased by 81% (P < 0.05) from 87.82 g ha,1 under the conventional practice of spraying the whole field to 16.95 g ha,1 by spraying the beds only. A reduction of 52% in total average load of metolachlor was observed following incorporation with power harrows, but this was not significant. Incorporation by cultivator or by power harrows decreased the total load of atrazine or metolachlor leaving the irrigation bays over the whole irrigation period, but these treatments were not shown to be statistically significant, which may have been due to the limited number of field replicates. Incorporation of strongly sorbed pesticides (e.g. endosulfan) prior to irrigation significantly decreased the off-site transport of these pesticides in a furrow irrigation system and may be a useful practice to minimise off-site transport of other similar pesticides. Minimising off-site transport of weakly sorbed pesticides (e.g. atrazine and metolachlor) from a furrow irrigation system is more difficult. The nature of furrow irrigation makes it highly conducive to pesticide transport, particularly of weakly sorbed pesticides, and further work is needed to develop strategies to minimise the movement of this group of pesticides to water bodies. Copyright © 2006 Society of Chemical Industry [source]

A Case Study of the Beneficial Reuse of Treated Groundwater

REMEDIATION, Issue 3 2001
Andrew Curtis Elmore
The future disposal of treated groundwater at the former Nebraska Ordnance Plant (NOP) Superfund site has been a topic of interest to the local property owners, the U.S. Army Corps of Engineers, and the local regulatory agencies. The Record of Decision for the site includes the extraction, treatment, and disposal of almost 3,000 gpm of groundwater with an estimated restoration time period exceeding 100 years. Interest from property owners and the Nebraska agency charged with regulating groundwater supply prompted the Corps of Engineers to consider several strategies for beneficially reusing the treated water. Alternatives included the establishment of a rural water district or local distribution system; delivery of the water to the municipal supply system of Lincoln, Nebraska, andsol;or other nearby municipalities; and consideration of innovative remedial technologies to reduce the quantity of treated water requiring disposal. The selected disposal plan consists of providing treated groundwater to interested parties for agricultural use with excess treated groundwater discharged to two streams. Multiple feasibility studies were generated, public input was solicited, and interagency agreements were executed during the course of the project. The remediation project is currently being constructed, and at least one property owner has constructed a new center-pivot irrigation system to use the treated groundwater. © 2001 John Wiley & Sons. [source]

Influence of lateral canal water depth on offtake and cross-regulator discharge,

Salinity patterns in irrigation systems, a threat to be demystified, a constraint to be managed: Field evidence from Algeria and Tunisia,

IRRIGATION AND DRAINAGE, Issue S3 2009
S. Bouarfa
irrigation; gestion de la salinité; alcalinité résiduelle; perception des agriculteurs et stratégies; Maghreb Abstract Salinity problems induced by irrigation are often presented in the literature as a threat that can only be managed at the irrigation scheme scale by installing subsurface drainage. On the other hand, salinity is a constraint that has often been successfully managed locally by farmers adapting their practices. However, the continuing expansion of irrigation with related water scarcity problems plus the increasing use of groundwater of marginal quality has resulted in a new challenge that is difficult to handle at the farm level only. To assess the dynamics of soil salinity and water quality together with farmers' salinity management practices, we adapted a common approach to analyze two contrasted salinity patterns: a traditional salinity pattern in an oasis (Fatnassa, Tunisia), and a recent sodicity pattern in a large irrigation scheme (Lower Chelif, Algeria). This approach which combines surveys on farmers' perceptions and practices and salinity measurements and geochemical analysis paves the way for more integrated management of salinity problems related to water scarcity. Copyright © 2009 John Wiley & Sons, Ltd. Les problèmes de salinité en systèmes irrigués sont souvent présentés dans la littérature comme une menace dont la seule solution réside dans l'installation de systèmes de drainage. La salinité est cependant une contrainte qui peut également être gérée localement avec succès par les agriculteurs par une adaptation de leurs pratiques. Le développement continu de l'irrigation et les tensions sur l'eau qui en découlent contraignent à un usage accru d'eau de nappe de mauvaise qualité dont les conséquences sont difficilement maitrisables à la seule échelle de l'exploitation. Ce nouveau contexte nécessite le développement de nouvelles approches permettant d'appréhender à la fois les processus de salinisation et d'adaptation des agriculteurs. Nous avons adopté une démarche commune pour évaluer la dynamique d'évolution de la salinité et les pratiques des agriculteurs dans deux situations contrastées: un schéma de salinisation classique (oasis de Fatnassa, Tunisie) et un schéma récent d'évolution vers un processus de sodisation (plaine du Bas-Chelif, Algérie). L'utilisation de cette approche qui combine des enquêtes sur les perceptions et les pratiques des agriculteurs, des mesures de salinité et des analyzes géochimiques ouvre des perspectives pour une vision et une gestion plus intégrée des problèmes de salinité liés à la pénurie d'eau. Copyright © 2009 John Wiley & Sons, Ltd. [source]

An assessment of hydraulic design of trickle laterals considering effect of minor losses,

IRRIGATION AND DRAINAGE, Issue 4 2007
Gürol Y
canalisations d'eau; canalisations tertiaires; conception hydraulique; analyse; perte de charge Abstract The accurate design of trickle irrigation laterals needs to determine the total energy losses that includes the pipe friction losses along the lateral line and the local pressure losses, sometimes called minor losses, due to the protrusion of emitter barbs into the flow. Evaluation of energy losses is usually carried out by assuming the hypothesis that minor losses can be neglected, even if previous experimental studies indicated that minor losses can become a significant percentage of total energy losses as a consequence of the high number of emitters installed along the lateral line. In this study, a simple analytical procedure is presented to evaluate the effect of minor losses which is characterized by a coefficient ,i, expressing the amount of minor head losses as a fraction of the kinetic head, on trickle lateral design. According to both the design cases of without and including minor losses, the dimensionless design curves were developed for both the various lateral diameters and lengths. The results of two practical examples for designing either the diameter or the length indicated that, in some design cases, neglecting minor losses may lead to erroneous designs of the lateral diameter and length. This method is simple and easily adaptable to solve lateral hydraulic problems but sufficiently precise in comparison with the alternative procedures. The proposed equations are useful when applied for design and evaluation purposes and offer a practical field solution for laterals used in irrigation systems. Copyright © 2007 John Wiley & Sons, Ltd. La conception précise des canalisations tertiaires dans un système d'irrigation au goutte à goutte doit déterminer le total des pertes de charge qui viennent du frottement dans la canalisation elle-même mais aussi des pertes locales, parfois appelées pertes mineures, dues à la protubérance de barbes au niveau des goutteurs. Cette évaluation est normalement réalisée en considérant comme négligeables les pertes mineures, même si des études expérimentales ont montré que ces pertes mineures pouvaient constituer un pourcentage significatif de la perte de charge totale du fait du grand nombre de goutteurs installés le long de la canalisation tertiaire. Dans cette étude, une procédure analytique simple est proposée pour évaluer l'effet des pertes mineures sur la conception des canalisations tertiaires grâce à un coefficient ,i, exprimant le montant de ces pertes en une fraction de la charge cinétique. En fonction des diverses options de conception prenant ou non en compte les pertes mineures, des courbes de conception non dimensionnelles ont été tracées pour les diamètres et les longueurs des canalisations. Les résultats de deux exemples concrets montrent que, dans certains cas de conception, le fait de négliger les pertes mineures peut conduire à des conceptions de diamètre et de longueur erronées. Cette méthode est simple et facilement adaptable à la résolution de problèmes hydrauliques au niveau des tertiaires mais suffisamment précise par rapport des méthodes alternatives. Les équations proposées sont utiles pour la conception et l'évaluation et offrent une solution de terrain concrète pour les canalisations tertiaires utilisées dans des systèmes d'irrigation (au goutte à goutte). Copyright © 2007 John Wiley & Sons, Ltd. [source]

Multiple-use management in a large irrigation system: an assessment of technical constraints to integrating aquaculture within irrigation canals,

Flume or weir continuous water flow rate recorder for irrigation use,,

IRRIGATION AND DRAINAGE, Issue 1 2005
Blair L. Stringam
Abstract US Bureau of Reclamation projects and irrigation districts need simple, low-cost, robust devices to measure and record water use for effective water management decisions. This need has resulted in the development of a continuous flow meter and recorder (CFM). The CFM is designed to continuously measure flow rates through open channel measurement structures, such as flumes or weirs, by recording the water levels upstream. The water level measurements are then converted to flow rate using a simple weir power equation. The CFM consists of an easily programmed CPU, an LCD for displaying the flow rate and total amount of water that has passed through the measurement structure, and a water level sensor. The CFM, including a solar power supply, may be purchased for under US$1000. The majority of that cost is for the water level sensor and may be reduced depending upon the needed accuracy. Presently, some of these devices have been installed on irrigation systems in the field where they have been exposed to harsh weather conditions. Despite the harsh environments, the CFMs have been functioning as designed. This paper discusses the design, installation, and testing of the continuous flow meter. Published in © 2005 John Wiley & Sons, Ltd. [source]

The effect of introducing pipelines into irrigation water distribution systems on the farm economy: a case study in the Southern Governorates Rural Development Project, Republic of Yemen,

IRRIGATION AND DRAINAGE, Issue 1 2001
Rozgar Baban
le Yémen; eau souterraine; irrigation; tuyaux Abstract The Southern Governorates Rural Development Project (SGRDP) is a comprehensive participatory rural development project covering three of the five southern Governorates of the Republic of Yemen, namely Hadramaut, Abyan and Lahij. Its objective is to alleviate poverty in rural areas of these three Governorates. A major component of the project is to develop virgin lands for agriculture and allocate each 5 feddan (FD) plot to those farmers who do not own land (1 FD=4200 m2). As the annual rainfall in the project area is less than 100 mm and since landlords and other farmers already own lands suitable for agriculture in the major wadis, the only source of irrigation water in the newly developed land is the groundwater (GW). The SGRDP is aware of the scarcity of water resources in the country, particularly in the project area; it therefore makes every possible effort to optimize the use of GW for irrigation by practical means. One way of reducing GW used for irrigation is by replacing major canals in the farms by buried pipelines. This method has been tried in small-scale individual farms outside the project area and it proved that farmers could adapt to the system without difficulty. Sprinkler and drip irrigation systems have been tried in many previous agricultural development projects in the country but with no apparent success, as far as the farmers' adoption of the method is concerned. Thus, the project, as the first stage to reduce the use of GW for irrigation in the newly developed areas, planned to eliminate, initially, the conveyance losses by replacing the open canals by buried PVC pipes. In this paper, it is attempted to show that the use of buried pipes in small scale irrigation schemes is financially feasible, even if the indirect and non-tangible environmental benefits are not considered. This paper deals only with special GW schemes recommended for the project area; however, the outcome could be generalized and applied elsewhere in the country. Copyright © 2001 John Wiley & Sons Ltd. Le Projet de Développement Rural des Gouvernorats du Sud (SGRDP) est un ensemble de projet de développement rural participatif de trois des cinq Gouvernorats de la République de Yémen à savoir Hadramaut, Abyan et Lahij. Son objectif est d'atténuer la pauvreté dans les régions rurales de ces Gouvernorats. L'une des principales activités de ce projet concerne le développement des terres incultes pour l'agriculture. Ce développement passe par l'allocation de parcelles de 5 FD à chaque agriculteur sans terre. Comme la pluviosité annuelle dans cette région est inférieure à 100 mm et que les propriétaires et les autres fermiers disposent déjà des terres aptes à l'agriculture dans les WADIS importants, l'eau souterraine est la seule source d'eau pour l'irrigation des terres nouvellement développées. Compte tenu de la rareté des ressources en eau, particulièrement dans la région du projet, le SGRDP s'efforce d'optimiser l'utilisation de l'eau souterraine (ES) pour l'irrigation en adoptant des moyens pratiques. L'un des moyens de réduire l'ES utilisée en irrigation consiste à remplacer les principaux canaux des fleuves par des tuyaux enterrés. Cette méthode a été utilisée à titre d'essai dans des exploitations individuelles de petite taille en dehors de la région du projet, et il s'est avéré que les agriculteurs peuvent s'adapter à ce système sans difficultés. Les systèmes d'irrigation par aspersion et goutte à goutte ont été essayés dans de nombreux anciens projets de développement agricoles du pays, mais sans succès apparent quant à l'adoption de cette méthode par les fermiers. Ainsi, le projet, en tant que première stade de réduction de l'ES pour l'irrigation dans les régions nouvellement développées, a proposé d'éliminer au début les pertes par transport en remplaçant les canaux ouverts par des tuyaux PVC enterrés. Ce rapport essaie de montrer que l'utilisation des tuyaux enterrés dans les projets d'irrigation de petite taille, est faisable du point de vue économique même en faisant abstraction des avantages indirects et non tangibles provenant de l'environnement. Le rapport traite seulement des projets spéciaux de l'ES recommandés pour la région du projet. Cependant, les résultats peuvent être généralisés et appliqués aux autres régions du pays. Copyright © 2001 John Wiley & Sons Ltd. [source]

Desert water harvesting from takyr surfaces: assessing the potential of traditional and experimental technologies in the Karakum

LAND DEGRADATION AND DEVELOPMENT, Issue 1 2007
L. Fleskens
Abstract From historical times the traditionally nomadic people in desert environments of Turkmenistan have applied a range of innovative technologies to secure water supply for consumptive and productive purposes. These technologies make use of takyrs, flat or slightly sloping dense clay surfaces which act as natural catchment areas. In recent history, these technologies have been neglected, in part due to a booming water supply through irrigation development, and takyr surfaces have suffered various degradation processes. However, the limited scope for further extension of irrigation systems presents a challenge to reconsider these traditional technologies. In this paper, results of cost-benefit analysis are presented by which an assessment is made of the potential of both traditional and experimental takyr use technologies. It is shown that they bear considerable potential for the future at relatively low investment cost, that they may help limit degradation processes and provide for a sustainable development pathway for the inhabitants of the desert. A main challenge in order to benefit from this potential is to find an appropriate management structure for maintenance and resource use of these water-harvesting technologies. Copyright © 2006 John Wiley & Sons, Ltd. [source]

Effects of hydrostatic pressure, agitation and CO2 stress on Phytophthora nicotianae zoospore survival

PEST MANAGEMENT SCIENCE (FORMERLY: PESTICIDE SCIENCE), Issue 7 2010
Monday O Ahonsi
Abstract BACKGROUND:Phytophthora nicotianae Breda de Haan is a common pathogen of ornamental plants in recycled irrigation systems. In a previous study, annual vinca (Catharanthus roseus Don) inoculated with zoospore suspensions using a CO2 -pressurized sprayer had less foliage blight than plants inoculated using a hand sprayer. Here, the impact of hydrostatic pressure, agitation and aeration with CO2 on the survival of P. nicotianae zoospores was examined. RESULTS: Exposure of zoospores to 840 kPa hydrostatic pressure for 8 min or agitation at a mixing intensity (G) of 6483 s,1 for 4 min at 22,23 °C did not kill zoospores, but resulted in viable cysts. Motile and forcefully encysted zoospores of P. nicotianae were equally infectious on vinca or lupine (Lupinus polyphylus Lindl.). Bubbling CO2 into zoospore-infested water at 110.4 mL (0.2 g) min,1 for 5 min caused 81% reduction in the number of germinated zoospores. Pressure at 630 kPa (16.3 g CO2) or 70 kPa (3.85 g CO2) facilitated CO2 injection and shortened the zoospore inactivation time to 30 s. When air was bubbled through the suspension, germination was similar to the control. CONCLUSIONS: Exposure to CO2 killed P. nicotianae zoospores in water. Neither pressure nor agitation had an effect on zoospore viability or infectivity. Based on results of this study, the authors designed a recycling CO2 water treatment system that is currently under evaluation. Copyright © 2010 Society of Chemical Industry [source]

Love of Nurse Plants is Not Enough for Restoring Oak Forests in a Seasonally Dry Tropical Environment

RESTORATION ECOLOGY, Issue 5 2009
Ernesto I. Badano
Abstract The highest concentration of oak species in the world occurs in Mexico, but human activities have strongly degraded these oak forests. Mexican oaks have high economic, social, and cultural value, and restoring these forests is of paramount importance for the people of Mexico. Here, we propose a method for restoring oak forests using native shrubs that colonize degraded areas as nurse plants for oak seedlings. To test the viability of this proposal, seedling transplant experiments were performed in a degraded area near a protected oak forest relict. Two pioneer shrubs were identified as potential nurse species: Mimosa luisana and Senecio sp. The target oak species was Quercus castanea. Oak seedlings were located beneath the canopies of both shrubs and in the surrounding area without shrub cover. Water is a limiting resource for oak establishment in seasonally dry environments; therefore, we included irrigation systems in our experimental design to determine whether the combination of nurse plants plus watering led to higher rate of survival than the presence of nurse species alone. Seedling survival without watering was less than 20% both beneath nurse species and in the surrounding habitat. When water was supplied, survival rate beneath nurse species increased up to 58% while survival in the surrounding habitat did not differ from that observed in treatments without watering. Our results indicate that survival rate of oak seedlings is increased by the presence of nurse plants only when water is supplied. This suggests that restoration of oak forests in these degraded areas requires both nurse plants and watering. [source]

Identification and significance of sources of spatial variation in grapevine water status

AUSTRALIAN JOURNAL OF GRAPE AND WINE RESEARCH, Issue 1 2010
J.A. TAYLOR
Abstract Background and Aims:, Water stress in grapevines is directly linked to grape quality. Differential vine water management should therefore be strongly linked to the water stress in the vine. To do this, an understanding of the dominant drivers and indicators of vine water status are needed from a sub-block to whole vineyard level. This understanding will help generate effective vine water status models for variable rate irrigation systems. Methods and Results:, A vineyard in the south of France was sampled for pre-dawn leaf water potential (,PD) at several dates during the growing season for two consecutive years. Sampling was stratified by soil types and relative within-block vegetative expression. A recursive partitioning analysis identified that cultivar had a dominant effect at low water stress, while vegetative expression and then soil unit effects became dominant as water restriction increased. Variance in ,PD was calculated at difference scales (plant, site, block and vineyard) and Smith's heterogeneity law was used to evaluate the scalar nature of ,PD variance. Spatial heterogeneity increased as the season and water restriction increased. Conclusion:, Variance in ,PD changed temporally through a season and the dominant drivers/indicators also changed. The opportunity to spatially manage water stress (irrigation) increased as water restriction increased. Significance of the Study:, Managing vine water stress helps optimise production and a ,PD model would be a useful addition to a viticulture decision support system. This study identified how the variance in ,PD evolved during a season and the best ancillary indicators of ,PD for spatial and temporal modelling. [source]

Cultural Politics, Communal Resistance and Identity in Andean Irrigation Development

BULLETIN OF LATIN AMERICAN RESEARCH, Issue 3 2005
Rutgerd Boelens
This article uses two case studies to illustrate how Andean irrigation development and management emerges from a hybrid mix of local community rules and the changing political forms and ideological forces of hegemonic states. Some indigenous water-control institutions are with us today because they were consonant with the extractive purposes of local elites and Inca, Spanish and post-independence Republican states. These states often appropriated and standardised local water-management rules, rights and rituals in order to gain control over the surplus produced by these irrigation systems. However, as we show in the case of two communities in Ecuador and Peru, many of these same institutions are reappropriated and redirected by local communities to counteract both classic ,exclusion-oriented' and modern ,inclusion-oriented' water and identity politics. In this way, they resist subordination, discrimination and the control of local water management by rural elites or state actors. [source]