Spatial Variability of Irrigated Corn Yield in Relation to Field ...

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variable value that we want to normalize, ¯x the variable average and s the variable standard deviation. ..... Moore, I. D., Gessler, P. E., Nielsen, G. A. and Peterson, G. A. 1993a. Soil attribute ... O. P. Bradley and T. S. Louis (Oxford Univ. Press ...
Precision Agriculture, 6, 453–466, 2005 Ó 2005 Springer Science+Business Media, Inc. Manufactured in The Netherlands.

Spatial Variability of Irrigated Corn Yield in Relation to Field Topography and Soil Chemical Characteristics J. R. MARQUES DA SILVA C. ALEXANDRE

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Dep. Engenharia Rural, Universidade de E´vora, 7002-554, E´vora, Portugal

Abstract. Corn yield, topography and soil characteristics were sampled on a 26 ha area of a centre pivot irrigated cropland. The aim of the study was to determine relationships between corn yield, field topography and soil characteristics. The study was carried out in the Alentejo region of Portugal. Corn yield was measured with a combine harvester fitted with a grain-flow sensor and positioned by means of the Global Positioning System (GPS). A grid-based digital elevation model (DEM) with 1-m resolution was constructed and several topographic attributes were calculated from the DEM: the local slope gradient (S), profile curvature (Curv), specific catchments area (SCa), and a steady-state wetness index (W). Yield and topographical attributes were computed for areas of radius 5, 10, 25 and 50 m, being considered its maximum, minimum, range and average values. The soil was systematically sampled with a mechanical probe for a total of 109 soil profiles used for analysis of the following soil superficial (18 and ln(SCa/S)>6.8. Analysis of topographical variables was carried out for 109 points based on the coordinate of the sample point and with circle radii of 5, 10, 25 and 50 m around the sample point. A database was thus constructed with minimum, maximum, range and average values for the following variables: yield, percentage gradient, specific

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catchments area and steady-state wetness index for each circle considered (Table 2). In order to resize the variables, these were normalized, taking into account the following equation: xn=(xi ) x)/s, where xn is the normalized variable, xi the variable value that we want to normalize, x the variable average and s the variable standard deviation. (III) The soil was systematically sampled with a mechanical probe that resulted in 109 soil profiles (Figure 2). Each sample was a cylinder, 9.5 cm in diameter and a maximum of 120 cm deep. Soil variables used for this study were based on the analysis of soil superficial (

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