Quasi-steady infiltration rates of highly permeable tropical moist savannah soils in relation to landuse and pore size distribution

J.S.C. Mbagwu
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引用次数: 25

Abstract

A knowledge of the physical properties influencing the quasi-steady infiltration rates (Ic) of soils is useful in the hydrological modelling of the infiltration process. In this study, the Ic of 18 highly permeable soils in the derived savannah zone of south-eastern Nigeria were characterized and related to land use, bulk density and pore size distribution. Unmulched soils with or without conventional tillage and soils in continuous pasture/grass cover had relatively slow to moderate Ic, whereas mulched soils, soils amended with plant residues or under secondary forests/legume cover had rapid to very rapid Ic. The saturated porosity and void ratio gave low correlation with Ic with correlation coefficients (r) of 0.388 and 0.217, respectively. Mesoporosity (i.e. pores with equivalent radius of 1.5–15 μm) and microporosity (i.e. pores with equivalent radius of 0.1–1.5 μm) had negative influence on Ic, with respective ’r’ values of −0.566 and −0.404. Preferential porosity (Pe) (i.e. pores with equivalent radius > 15 μm) and dry bulk density (ϱb) were the most important soil physical properties influencing Ic. Their correlation coefficients (r) with Ic were respectively, 0.852 and −0.806 (p = 0.001). This shows that soil management systems which increase the bulk density due to compaction with concomitant reduction in the proportion of the preferential pores will reduce Ic substantially on these soils. The Philip (1957) model, Ic = A + 12St−12 (where A and S are the fitting parameters), could not predict the measured quasi-steady infiltration rates very satisfactorily.

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高渗透热带湿草原土壤准稳定入渗速率与土地利用和孔隙大小分布的关系
了解影响土壤准稳定入渗速率(Ic)的物理性质对入渗过程的水文模拟是有用的。研究了尼日利亚东南部热带稀树草原衍生带18种高渗透土壤的土壤有机碳特征及其与土地利用、容重和孔隙大小分布的关系。常规耕作或不耕作的未覆盖土壤和连续牧/草覆盖土壤的Ic含量相对缓慢至中等,而覆盖土壤、植物残茬土壤和次生林/豆科植被覆盖土壤的Ic含量较快至极快。饱和孔隙率和空隙率与Ic的相关性较低,相关系数(r)分别为0.388和0.217。介孔(即孔隙等效半径为1.5 ~ 15 μm)和微孔(即孔隙等效半径为0.1 ~ 1.5 μm)对Ic有负影响,其“r”值分别为−0.566和−0.404。优先孔隙度(Pe)(即等效半径>的孔隙;15 μm)和干容重(ϱb)是影响Ic最重要的土壤物理性质,它们与Ic的相关系数(r)分别为0.852和- 0.806 (p = 0.001)。这表明,由于压实而增加堆积密度并同时减少优先孔隙比例的土壤管理系统将大大减少这些土壤上的Ic。Philip(1957)模型Ic = A + 12St−12(其中A和S是拟合参数)不能很满意地预测所测的准稳定入渗速率。
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