首页> 外文期刊>Geoderma: An International Journal of Soil Science >SATURATED HYDRAULIC CONDUCTIVITY IN RELATION TO PHYSICAL PROPERTIES OF SOILS IN THE NSUKKA PLAINS, SOUTHEASTERN NIGERIA
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SATURATED HYDRAULIC CONDUCTIVITY IN RELATION TO PHYSICAL PROPERTIES OF SOILS IN THE NSUKKA PLAINS, SOUTHEASTERN NIGERIA

机译:尼日利亚东南部NSUKKA平原土壤饱和水力传导率与土壤物理性质的关系

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Information on the most important physical properties that influence the saturated hydraulic conductivity (K-s) of soils is useful in modelling water and solute movement during ponded infiltration and in estimating both temporal and spatial variation in K-s. In this study the K-s of 18 sites with different land use histories on a watershed in the Nsukka plains of southeastern Nigeria was determined and related to selected soil physical properties. The purpose was to develop a simple statistical model for estimating K-s from more easily determined properties and to evaluate how close K-s is to Philip's fitted soil water transmissivity (A) and measured steady (final) infiltration rate (I-c) (Philip, 1957). The saturated hydraulic conductivity correlated positively with total porosity (r(2) = 0.182) and macroporosity (P-e), defined as pores with equivalent radius > 15 mu m (r(2) = 0.635) and negatively with bulk density (r(2) = 0.533). Mesoporosity (i.e., pores with an equivalent radius of 1.5-15 mu m) and microporosity (i.e., pores with an equivalent radius of 0.1-1.5 mu m) also correlated negatively with K-s with respective r(2) values of 0.275 and 0.100. The best fit model relating K-s to the soil physical properties was K-s = 0.07e(0.08(Pe)) (r(2) = 0.946). With this model the threshold P-e value below which there is a drastic reduction in K, lies between 15 and 20%. Using an independent data set to validate this model, predicted and measured K-s values were generally in good agreement. This model is valid for P-e values between 1.3 and 41.2% which is the common range in these upland soils. The values of I-c, K-s and A were statistically different (P less than or equal to 0.001) and varied in the order I-c> K-s>A, showing that the assumption that at long infiltration times these values are all approximately equal does not hold for these soils.
机译:有关影响土壤饱和导水率(K-s)的最重要物理特性的信息,对于模拟池塘入渗过程中的水和溶质运动以及估计K-s的时空变化都非常有用。在这项研究中,确定了尼日利亚东南部Nsukka平原一个流域上18个具有不同土地利用历史的地点的K-s值,并与选定的土壤物理特性有关。目的是建立一个简单的统计模型,以便根据更容易确定的特性估算K-s,并评估K-s与Philip拟合的土壤水分透过率(A)和测得的稳定(最终)入渗率(I-c)有多接近(Philip,1957)。饱和导水率与总孔隙率(r(2)= 0.182)和大孔隙率(Pe)正相关,大孔隙率(Pe)定义为当量半径> 15μm的孔(r(2)= 0.635),而与容重负相关(r(2) )= 0.533)。中孔(即等效半径为1.5-15μm的孔)和微孔(即等效半径为0.1-1.5μm的孔)也与K-s呈负相关,其r(2)值分别为0.275和0.100。将K-s与土壤物理特性相关的最佳拟合模型为K-s = 0.07e(0.08(Pe))(r(2)= 0.946)。使用此模型,阈值P-e值在15%到20%之间,K值大大降低。使用独立的数据集来验证该模型,预测和测量的K-s值通常吻合良好。该模型对P-e值在1.3和41.2%之间有效,这是这些旱地土壤的常见范围。 Ic,Ks和A的值在统计上是不同的(P小于或等于0.001),并且以Ic> Ks> A的顺序变化,这表明在较长的渗透时间下这些值都近似相等的假设并不成立。这些土壤。

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