Descriptive statistics
The soil textural data was analyzed using SPSS 22.0 software to obtain the maximum, minimum, mean, standard deviation (SD), coefficient of variation (CV), Skewness and Kurtosis. The statistical descriptors for the analyzed data set are listed in Table 1. A difference in the CV of these parameters was noted. Generally, coefficient of variation (CV) of 35% denoted as low, 15-35% as moderate and >35% as high variation
(Ranjbar and Jalali 2016). The CV value for silt and hydraulic conductivity was found to be 36.52% and 49.87%, respectively, with high spatial variability. The CV for sand and clay were 25% and 18.05%, respectively classified as moderate. The CV despite not being enough to determine spatial variability is the most distinguishing element for describing variability of soil attribute than other factors
(Xing-Yi et al., 2007). However, the geostatistical analysis is necessary to determine the spatial dependency of parameter in addition to the statistical analysis.
Geostatistical analysis
The variable characters developed for various properties using semivariogram model is presented in Table 2, where C0 is nugget variance; C is structural variance and C0+ C represents degree of spatial variability which is affected by both structural and stochastic factors (Fig 2). The value of <0.25, 0.25-0.75 and >0.75 can show strong, moderate and weak spatial auto correlation of soil properties respectively. The values of C0/C0+C for various properties are depicted in Table 2 as 0.45, 0.71 and 0.53 for sand, silt and clay respectively. The nugget/sill ratio is fallen between 25 and 75% for sand and clay, indicating moderate spatial correlation imprinted by intrinsic factor (soil forming process) and extrinsic factors (tillage operation and cultivation practices)
(Cambardella et al., 1994). The same line of work has already been done on moderate spatial dependence of soil physical properties by
Iqbal et al., (2005) and
Safari et al., (2013).
Spatial distribution map and cross-validation
Sand, silt and clay content values were estimated by using ordinary Kriging. According to Fig 3 (a), (b) and (c), the research region as a whole was distinguished by a moderate to high degree of sand content, with just a few locations being rich in clay. Although the distribution of higher sand content areas appears to be more toward the northern east quadrant and central part of the study area, clay rich patches appear around the central-east. The spatial variability of sand and clay content appears in sparser as also suggested by the natural behavior of our best fitted model. Moreover, clay content was also observed to be fairly distributed throughout the area but in lesser contents. The Pearson’s correlation coefficients between soil texture fractions are presented in Table 3. As anticipated, a significant (P<0.01, two-tailed) negative correlation existed between sand with clay and sand with silt. From this, it is concluded that soil erosion or leaching may influence the locations with lesser clay contents due to erosion process.
Soil texture affects physical, chemical, hydrological, ecological processes biogeochemical cycling, retention of pollutants and soil bio diversity. Hence, precise determination and prediction of soil texture classes is critical for effective soil management. Textural data is used as input in a variety of models and pedotransfer functions to assess other soil properties and processes such as soil water holding capacity, soil organic carbon and nutrients,
etc. For instance, with heavy textured soil the water movement properties are restricted, which in turn transport of bacteria, nutrients, sediment and pesticides from field to field and water bodies like rivers, lakes
etc. It can also lead to soil leaching and increased erosion
(Cole et al., 2017).
Relationship between soil texture and hydraulic conductivity of soil samples
According to the following workers
(Gupta, 2007; Singanan, 1995) a good correlation is predicted if the linear regression co-efficient “ r “ is > 0.7. The simple correlation coefficient between soil texture and hydraulic conductivity of soil samples are given in Table 3. It was observed that the hydraulic conductivity is dependent on texture of the soil. As the clay content of the soil sample increases the hydraulic conductivity decreases and as the sand content increases the hydraulic conductivity increases. Since sand particles are loosely bound and water molecules could pass through them easily and rapidly, sandy soils have high values of hydraulic conductivity. On the other hand, high clay content decreases hydraulic conductivity as the clay has a strong affinity towards water. Soils dominated by large sand particles tend to have relatively large pore spaces and thus large values of saturated hydraulic conductivity. Soils dominated by small clay particles tend to have relatively small pores spaces and small values of saturated hydraulic conductivity.
Wang et al. (2009) also recorded an increase in HC with decreasing clay. It was observed that a strong negative correlation (r= -0.90) existed between clay content and hydraulic conductivity and positive correlation (r= 0.68) between sand content and hydraulic conductivity (Fig 4).