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  • 1
    Electronic Resource
    Electronic Resource
    Springer
    Irrigation science 10 (1989), S. 85-98 
    ISSN: 1432-1319
    Source: Springer Online Journal Archives 1860-2000
    Topics: Agriculture, Forestry, Horticulture, Fishery, Domestic Science, Nutrition
    Notes: Summary Corn yields for full irrigation and 4 different levels of deficit irrigation were simulated using a model developed by Stockle and Campbell (1985). Different irrigation levels were obtained by holding the application depth constant and allowing the irrigation interval to vary from 1 to 5 days. Silt loam and loamy sand soils, two root depths, two water contents at planting time, total pumping heads ranging from 0 to 800 m, four ratios of energy cost to commodity price and climatic data for the 1974 growing season at Davis, California were examined. The different variable combinations resulted in a wide range of crop water deficit and yield. Results indicated that, for given combinations, slight deficit (ratios of actual to potential transpiration larger than 0.89) provided higher net benefit than full irrigation. Larger deficits were never advantageous across the diverse range of conditions examined, indicating that potential benefits are associated with only a narrow range of irrigation deficits. This result illustrates the risk involved when deficit irrigation is practiced. Large soil water holding capacity, high soil water contents at planting and deep root exploration were found important for successful implementation of deficit irrigation. Total pumping head and the ratio of energy cost to commodity price were important factors in determining the feasibility of deficit irrigation for the conditions examined. It was also found that the level of irrigation which maximized net benefits tended to be lower for situations where the quantity of water available for irrigation was fixed and the amount of land which could be irrigated was unlimited than when there was sufficient water to fully irrigate the entire farm. Situations where deficit irrigation is a more effective way of reducing energy cost than reducing system operating pressure were ob served.
    Type of Medium: Electronic Resource
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  • 2
    Electronic Resource
    Electronic Resource
    Springer
    Irrigation science 15 (1994), S. 1-7 
    ISSN: 1432-1319
    Source: Springer Online Journal Archives 1860-2000
    Topics: Agriculture, Forestry, Horticulture, Fishery, Domestic Science, Nutrition
    Notes: Abstract In transferring crop coefficients (Kc) from one location to another, it has been assumed that basal Kc (minimal soil evaporation) and/or Kc during full-canopy cover will be universally valid if the variation in weather is accounted for by reference ET variations. The sensitivity of full-canopy-cover crop coefficients (Kc) to variations in solar radiation, air temperature, air vapor density and wind speed was investigated using an energy balance model. Interpretation of the sensitivity involved analyzing the components of the energy balance, which varied as a result of differences in aerodynamic and canopy resistance between the reference crop and the crop to be irrigated. Instability of crop coefficients was shown to increase with decreasing crop canopy resistance and with increasing crop height, indicating that the expectation of universal validity for basal or full-canopy-cover coefficients is not fulfilled. For crops taller and/or with lower canopy resistance than the short clipped grass (0.1 m) used as reference, the magnitude of Kc fluctuations with changes in weather elements suggests caution when using Kc values under environmental conditions different from those prevailing at the site where they were experimentally derived. Values of Kc derived for crops whose height and canopy resistance are not too different from the reference are more stable across environments. Thus, full-cover alfalfa (0.5-m height) would be a better reference crop choice than a short clipped grass (0.1 m) because its canopy resistance and roughness better approximate those of most crops. Research to develop operational methods for directly estimating crop ET, as an alternative to the two-step approach of calculating reference ET and determining site specific empirical crop coefficients, seems desirable.
    Type of Medium: Electronic Resource
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  • 3
    Publication Date: 1994-05-01
    Print ISSN: 0002-1962
    Electronic ISSN: 1435-0645
    Topics: Agriculture, Forestry, Horticulture, Fishery, Domestic Science, Nutrition
    Published by Wiley
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  • 4
    Publication Date: 2018-03-01
    Print ISSN: 0043-1397
    Electronic ISSN: 1944-7973
    Topics: Architecture, Civil Engineering, Surveying , Geography
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  • 5
    Publication Date: 2001-06-19
    Description: The scenario assumed for this study was that of a region with a complete or first-order weather station surrounded by a network of second-order stations, where only monthly air temperature data were available. The objective was to evaluate procedures to estimate the monthly α parameter of the Priestley-Taylor equation in the second-order stations by adjusting and extrapolating α values determined at the first-order station. These procedures were applied in two climatic zones of north-east Spain with semi-arid continental and semi-arid Mediterranean climates, respectively. Procedure A assumed α to be constant over each zone for each month (direct extrapolation). Procedure B accounted for differences in vapour pressure deficit and available energy for evapotranspiration between the first- and second-order stations. Procedure C was based on equating the Penman-Monteith (P-M) and Priestley-Taylor (P-T) equations on a monthly basis to solve for α. Methods to estimate monthly mean vapour pressure deficit, net radiation and wind speed were developed and evaluated. A total of 11 automated first-order weather stations with a minimum period of record of 6 years (ranging from 6 to 10 years) were used for this study. Six of these stations were located in the continental zone and five in the Mediterranean zone. One station in each zone was assumed to be first-order whereas the remainder were taken as second-order stations. Monthly α parameters were calibrated using P-M reference crop evapotranspiration (ETo) values, calculated hourly and integrated for monthly periods, which were taken as 'true' values of ETo. For the extrapolation of monthly α parameters, procedure A was found to perform slightly better than procedure B in the Mediterranean zone. The opposite was true in the continental zone. Procedure C had the worst performance owing to the non-linearity of the P-M equation and errors in the estimation of monthly available energy, vapour pressure deficit and wind speed. Procedures A and B are simpler and performed better. Overall, monthly P-T ETo estimates using extrapolated α parameters and Rn - G values were in a reasonable agreement with P-M ETo calculated on an hourly basis and integrated for monthly periods. The methods presented for the spatial extrapolation of monthly available energy, vapour pressure deficit and wind speed from first- to second-order stations could be useful for other applications. Copyright © 2001 John Wiley and Sons, Ltd.
    Print ISSN: 0885-6087
    Electronic ISSN: 1099-1085
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Published by Wiley
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  • 6
    Publication Date: 2002-01-01
    Description: Mathematical modelling of overland flow is a critical task in simulating transport of water, sediment and other pollutants from land surfaces to receiving waters. In this paper, an overland flow routing method is developed based on the Saint-Venant equations using a discretized hillslope system for areas with high roughness and steep slope. Under these conditions, the momentum equation reduces to a unique relationship between the flow depth and discharge. A hillslope is treated as a system divided into several subplanes. A set of first-order non-linear differential equations for subsequent subplanes are solved analytically using Chezy's formula in lieu of the momentum equation. Comparison of the analytical solution of the first-order non-linear ordinary differential equations and a numerical solution using the Runge-Kutta method shows a relative error of 0.3%. Using runoff data reported in the literature, comparison between the new approach and a numerical solution of the full Saint-Venant equations showed a close agreement. Copyright © 2002 John Wiley and Sons, Ltd.
    Print ISSN: 0885-6087
    Electronic ISSN: 1099-1085
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Published by Wiley
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