Poster Number 232
See more from this Division: S01 Soil PhysicsSee more from this Session: General Soil Physics: II (Includes Graduate Student Competition)
Monday, October 17, 2011
Henry Gonzalez Convention Center, Hall C
Information on soil hydraulic properties, their spatial variability and relation to soil chemical properties is crucial for making management decisions for lands affected by anthropogenic activities. In situ infiltration tests were conducted at West Mesa land application site to determine the spatial variability of infiltration rate using tension infiltrometer and to suggest suitable management strategies to reduce the detrimental effect to the soil and plant environment. Infiltration tests were conducted for an hour at 50 x 50 m grid spacings and at 0, 5-, 10-, 20-, and 30-cm tensions during March-April 2009. Woodings’s equation was used to calculate near saturated (Ks) and unsaturated hydraulic conductivity (K (Ψ)) from the steady state infiltration rate (Is). Bulk soil samples were also collected from each grid locations at 0-20 cm depth to determine sodium (Na+) before the infiltration test. Study area was divided into five classes with Ks increasing from class I to V; class I contained Ks ≤ 5 cm h-1, class II 5.1 < Ks ≤ 10 cm h-1, class III 10 < Ks ≤15 cm h-1, class IV 15.1< Ks ≤20 cm h-1 and, class V Ks > 20 cm h-1. Coefficient of variation (CV) showed that different Ks classes were low to moderately variable and semivariogram displayed both short and long range variability. Ks kriged map showed classes I, II and III were concentrated at northeast and southwest side of the study site where higher Na+ was detected and classes IV and V were at the center of the study site where lower Na+ level was detected. Significant lower numbers of macropores and smaller macropore radius were observed in the area of lower Ks and higher Na+ concentrations. Therefore, further increase in Na+ can further decrease the Ks and macroporosity and may affect the water uptake by the native vegetation. It is necessary to change the wastewater application pattern, lower wastewater in the southwest and northeast portion and higher in the center of the study plot.
See more from this Division: S01 Soil PhysicsSee more from this Session: General Soil Physics: II (Includes Graduate Student Competition)