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1.
土壤水分特征曲线的分形模拟   总被引:17,自引:0,他引:17  
Many empirical models have been developed to describe the soil water retention curve (SWRC). In this study, a fractal model for SWRC was derived with a specially constructed Menger sponge to describe the fractal scaling behavior of soil; relationships were established among the fractal dimension of SWRC, the fractal dimension of soil mass, and soil texture; and the model was used to estimate SWRC with the estimated results being compared to experimental data for verification. The derived fractal model was in a power-law form, similar to the Brooks-Corey and Campbell empirical functions. Experimental data of particle size distribution (PSD), texture, and soil water retention for 10 soils collected at different places in China were used to estimate the fractal dimension of SWRC and the mass fractal dimension. The fractal dimension of SWRC and the mass fractal dimension were linearly related. Also, both of the fractal dimensions were dependent on soil texture, i.e., clay and sand contents. Expressions were proposed to quantify the relationships. Based on the relationships, four methods were used to determine the fractal dimension of SWRC and the model was applied to estimate soil water content at a wide range of tension values. The estimated results compared well with the measured data having relative errors less than 10% for over 60% of the measurements. Thus, this model, estimating the fractal dimension using soil textural data, offered an alternative for predicting SWRC.  相似文献   

2.
从连续的粒径大小分布数据估算土壤水分特征曲线   总被引:4,自引:0,他引:4  
Soil moisture characteristic curve (SMC) is a fundamental soil property and its direct measurement is tedious and time consuming. Therefore, various indirect methods have been developed to predict SMC from particle-size distribution (PSD). However, the majority of these methods often yield intermittent SMC data because they involve estimating individual SMC points. The objectives of this study were 1) to develop a procedure to predict continuous SMC from a limited number of experimental PSD data points and 2) to evaluate model predictions through comparisons with measured values. In this study, an approach that allowed predicting SMC from the knowledge of PSD, parameterized by means of the closed-form van Genuchten model (VG), was used. Through using Mohammadi and Vanclooster (MV) model, the parameters obtained from fitting of VG to PSD data were applied to predict SMC curves. Since the residual water content (θ r ) could not be obtained through fitting of VG-MV integrated model to PSD data, we also examined and compared four different methods estimating θ r . Results showed that the proposed equation (MV-VG integrated model) provided an excellent fit to all the PSD data and the model could adequately predict SMC as measured in forty-two soils sampled from different regions of Iran. For all soils, the method in which θ r was obtained through parameter optimization procedure provided the best overall predictions of SMC. The two methods estimating θ r with Campbell and Shiozawa (CS) model resulted in less accuracy than the optimization procedure. Furthermore, the proposed model underestimated the moisture content in the dry range of SMC when the value of θ r was assumed to equal zero. θ r could be attributed to the incomplete desorption of water coated on soil particles and the accurate estimation of θ r was critical in prediction of SMC, especially for fine-textured soils at high suction heads. It could be concluded that the advantages of our approach were the continuity, robustness, and independency of model performance on soil type, allowing to improve predictions of SMC from PSD at the field and watershed scales.  相似文献   

3.
Soil hydraulic conductivity is a crucial parameter in modeling flow process in soils and deciding water management. In this study, by combining the non-similar media concept (NSMC) to the one-parameter model of Brooks and Corey, a new NSMC-based model for estimating unsaturated hydraulic conductivity of various soils was presented. The main inputs are soil bulk density, particle-size distribution, soil water retention characteristic and saturated hydraulic conductivity of soil. The results indicated that the NSMC-based model could generally more accurately predict unsaturated hydraulic conductivity of soils, as compared to four one-parameter models and van Genuchten–Mualem model. This study, by introducing NSMC, provided a new way to incorporate soil physical heterogeneity into soil hydraulic simulation, and hence NSMC-based approach is expected to improve efficiency of the existing models in the simulation of soil water flow.  相似文献   

4.
土壤非饱和导水参数的难于获取,限制了非饱和水流数值模拟技术的实际应用。本研究选择颇具代表性的土壤水分特征曲线推求法和简单入渗法两种方法,分别推求不同质地紫色土导水参数,并进行了分析比较。结果显示,土壤水分特征曲线推求法和简单入渗法,推求的非饱和导水率与计算值均具有较好的一致性。鉴于土壤水分特征曲线的易测优势和简单入渗法实验简便省时特点,采用这两种方法进行紫色土非饱和导水参数的推求或预报是可行的。  相似文献   

5.
土壤非饱和导水参数的难于获取,限制了非饱和水流数值模拟技术的实际应用。本研究选择颇具代表性的土壤水分特征曲线推求法和简单入渗法两种方法,分别推求不同质地紫色土导水参数,并进行了分析比较。结果显示,土壤水分特征曲线推求法和简单入渗法,推求的非饱和导水率与计算值均具有较好的一致性。鉴于土壤水分特征曲线的易测优势和简单入渗法实验简便省时特点,采用这两种方法进行紫色土非饱和导水参数的推求或预报是可行的。  相似文献   

6.
This paper discusses the development of pedotransfer functions (PTFs) and uses a multiple nonlinear regression technique to validate point and parametric PTFs for the estimation of a water-retention curve from basic soil properties such as particle-size distribution, bulk density and organic matter content. One hundred soil samples were collected at different depths from different locations in the Pavanje river basin that lies within the southern coastal region of Karnataka, India. Prediction accuracies were evaluated using the coefficient of determination (R 2), root mean square error (RMSE) and mean error (ME) between measured and predicted values. Overall, both point and parametric methods predicted water contents at selected water potentials with considerable accuracy. However, prediction of the soil water-retention curve using PTFs by point estimation method was relatively more successful (best case R 2 = 0.983) for the sampled soils. F-tests were also conducted for all cases. For one regression equation, the p-value was zero and for other equation, values were close to zero. Critical comparative analysis was carried out on the performances of the point and parametric methods. Use of the developed PTFs is suggested for the prediction of a water-retention curve for loamy sand and sandy loam soils in this area of the coastal region of southern India.  相似文献   

7.
Few if any methods exist to estimate the effects of stone content (stoniness) on the unsaturated soil hydraulic properties. A relatively simple scaling method is presented to estimate the hydraulic conductivity of unsaturated stony soils having different stone contents. A key assumption of the method is that van Genuchten's water retention parameters α and n of the fine soil fraction are the same as those of the stony soil. The method further assumes a linearly decreasing relationship between the saturated hydraulic conductivity and the stone content, based on previous numerical simulations. Using the proposed method, it is possible to calculate the hydraulic conductivity of unsaturated stony soils, knowing the saturated hydraulic conductivity of the fine soil fraction, the retention curve of the fine soil fraction, and the particular stoniness of the soil.  相似文献   

8.
A series of models has been proposed for estimating thermal diffusivity of soils at different water contents. Models have been trained on 49 soil samples with the texture range from sands to silty clays. The bulk density of the studied soils varied from 0.86 to 1.82 g/cm3; the organic carbon was between 0.05 and 6.49%; the physical clay ranged from 1 to 76%. The thermal diffusivity of undisturbed soil cores measured by the unsteady-state method varied from 0.78×10–7 m2/s for silty clay at the water content of 0.142 cm3/cm3 to 10.09 × 10–7 m2/s for sand at the water content of 0.138 cm3/cm3. Each experimental curve was described by the four-parameter function proposed earlier. Pedotransfer functions were then developed to estimate the parameters of the thermal diffusivity vs. water content function from data on soil texture, bulk density, and organic carbon. Models were tested on 32 samples not included in the training set. The root mean square errors of the best-performing models were 17–38%. The models using texture data performed better than the model using only data on soil bulk density and organic carbon.  相似文献   

9.
土壤水分特征曲线单一参数模型的建立及应用   总被引:4,自引:3,他引:1  
在对甘肃省南小河沟流域不同地貌类型、不同质地土壤样品的土壤水分特征曲线进行试验测定的基础上,建立了南小河沟流域土壤水分特征曲线的单一参数模型,通过实测值对模型进行检验。结果表明:单一参数模型预测的土壤水分特征曲线与实测土壤水分特征曲线比较接近,而该模型参数少,结构简单,可进一步推广应用。  相似文献   

10.
Abstract

Accurate and rapid methods for in situ measurement of soil water content of field soils are required for assessment of plant growth conditions, crop water balance, and irrigation scheduling. Advances in electronics have made possible the recent development of a commercially available non‐nuclear resonant frequency capacitance probe (Troxler Sentry 200‐AP) for measuring water content of various materials. However, the performance of this probe to measure soil water content of the field soils in situ has not been widely reported. This study was undertaken to identify the need for field calibration and to understand the calibration process and evaluate the performance of the capacitance probe. A field calibration curve for a Uchee loamy sand was made for the Sentry 200‐AP probe. In situ volumetric soil water content obtained using this calibration curve differed markedly from those obtained using the factory calibration provided with the probe. The capacitance probe was found to be more sensitive at the lower range (<40%) of soil volumetric water content. However it appears to be reliable and to give reproducible results.  相似文献   

11.
Cation exchange capacity (CEC) is an important soil property that is used as an input data in soil and environmental models. Although CEC can be measured directly, its measurement is expensive and time-consuming, therefore pedotransfer functions can be used for estimating it from more readily available soil data. As CEC is highly dependent on soil texture, it may be successfully estimated from the soil textural data. In this study, 20 soils were selected from Fars province, in the south of Iran, and the values of CEC, soil organic matter content, and soil particle size distribution curve of each soil were measured and the geometric mean particle-size diameter (d g ), and the summation of the number of spherical particles for whole parts of the soil particle-size distribution (N) were determined for each soil. Then, five multiple linear regressions were derived between CEC and mentioned soil properties. The results showed that more applicable equation for the study area was based on the percentages of clay, sand and soil organic matter content.  相似文献   

12.
不同浸提剂处理森林土壤溶解性有机碳含量比较   总被引:1,自引:0,他引:1  
丁咸庆  柏菁  项文化  侯红波  彭佩钦 《土壤》2020,52(3):518-524
为了解亚热带森林土壤溶解性有机碳(DOC)的特征规律,采用培养离心的方法获取土壤溶液测得DOC含量,对比传统水溶性有机碳(WSOC)提取法间的差异。选取湖南大山冲森林公园保存完好的3种亚热带典型次生林地,按10cm一层采集剖面土壤,采用不同方法提取测定土壤DOC和WSOC含量,分析与土壤理化指标的相关性及方法间的显著性关系。结果表明:①典型森林土壤DOC或WSOC含量随土壤剖面深度的增加,呈显著下降趋势。培养离心提取测得的土壤DOC含量明显较低,仅0.82~9.52 mg/kg,超纯水浸提的风干土WSOC含量达10.56~249.19 mg/kg,而0.5 mol/L K_2SO_4提取的鲜土WSOC含量达155.70~576.94 mg/kg,0.5mol/L K_2SO_4浸提的干土WSOC含量最高,达158.94~797.56 mg/kg,含量表现为:DOC干土超纯水浸提WSOC鲜土K_2SO_4浸提WSOC干土K_2SO_4浸提WSOC;②3种次生林土壤DOC或WSOC含量存在显著差异,不同方法测定的含量均表现为针叶林常绿阔叶林落叶林;③培养离心法测得土壤DOC含量与其他测定方法间存在极显著正相关(P0.01),并且土壤DOC和WSOC均与土壤pH、总有机碳、胡敏酸、富啡酸、全氮、全磷、速效态氮以及微生物生物量碳氮达到极显著相关(P0.01),与土壤含水率和容重显著相关(P0.05)。培养离心法测得土壤DOC含量远低于水溶液提取WSOC含量,该方法下的测得值更接近于原位土壤溶解性有机碳实际值。  相似文献   

13.
崩岗不同土层土壤水力学特性差异性分析   总被引:1,自引:0,他引:1  
为研究崩岗不同土层土壤水力学特性的差异性,采用离心法测定不同土层土壤水分特征曲线,筛选出适合的土壤水分特征曲线拟合模型,结合统计模型,推求土壤的当量孔径分布、比水容量、非饱和导水率和扩散率,分析崩岗不同土层土壤水力学参数的变化规律。结果表明,崩岗土层从红土层到砂土层的变化过程中,土壤质地由黏土向砂土变化;Fredlund&Xing模型对崩岗土壤土水特征曲线拟合效果最好;参数θs、α、n随着质地变黏重逐渐减小;随着土层深度的增加,土壤的持水性能降低;土壤比水容量、非饱和导水率和扩散率受土壤质地和基质吸力的共同影响。在低吸力阶段,3个指标随基质吸力变化比较平缓,砂土层土壤比水容量和非饱和导水率最大,扩散率最小;而在高吸力阶段,砂土层土壤的这些指标降低较快,且低于其他土层,各层土壤间导水率和扩散率差异随着基质吸力的增加而增大。  相似文献   

14.
粘粒矿物对土壤特性和肥力的意义是众所周知的。土壤胶体的特性主要决定于粘粒矿物的类型及其数量。随着土壤科学研究的进展,粘粒矿物组成的分析工作,已由定性分析逐渐进入到定量分析。在粘粒矿物的鉴定中,X射线分析是一个很重要的手段,也有用来进行粘粒矿物的定量分析,但由于不同土壤中的矿物结晶程度差异很大,所以侧定的准确性较差。因此,在土壤粘粒矿物分析方面,X射线一般只能作为定性和半定量之用,其分析结果往往用“主导”“伴随”“较多~较少”等术语来表示。目前这种表示粘粒矿物组成的方法已不能满足研究工作的需要,何况不同学者的判读标准又很难一致。  相似文献   

15.
Holm  P.E.  Christensen  T.H.  Lorenz  S.E.  Hamon  R.E.  Domingues  H.C.  Sequeira  E.M.  McGrath  S.P. 《Water, air, and soil pollution》1998,102(1-2):105-115
Soil water concentrations of cadmium and zinc were measured in plant pots with 15 contaminated soils which differed in origin, texture, pH (5.1 – 7.8) and concentrations of cadmium (0.2 – 17 mg Cd kg-1) and zinc (36 – 1300 mg Zn kg-1). The soil waters contained total concentrations of 0.5 to 17 µg Cd L-1 and 9 to 3600 µg Zn L-1, which were dominated by free metal ions as measured by an ion exchange-resin method. Annual leaching outflows were estimated from soil water concentrations to be 0.5 – 17 g Cd ha-1 y-1 and 9 – 3600 g Zn ha-1 y-1 per 100 mm of net percolation, corresponding to 0.1% per year of the total soil content of cadmium and zinc. The measured soil water concentrations of cadmium and zinc did not correlate linearly with the corresponding soil concentrations but correlated fairly well with concentrations measured in Ca(NO3)2 extracts of the soils and with soil water concentrations estimated from soil concentrations and pH. Such concentration estimates may be useful for estimating amounts of cadmium and zinc being leached from soils.  相似文献   

16.
用田间实测法研究我国亚热带土壤的可蚀性K   总被引:27,自引:6,他引:27       下载免费PDF全文
本文在自然降雨条件下用全裸地小区田间实测了我国亚热带七种有代表性的不同类型土壤可蚀性K值。结果表明这七种不同类型土壤间的K值差别很大,其中紫色和红砂岩发育的耕种普通红壤的K值最大,分别达到0.444和0.438,最小的是第四纪红色粘土发育的红色土,其值只人0.104,还不到紫色土K值的1/4。我们变用国际上十分流行的诺谟图方法估算了这七种不同类型土壤的可蚀性K值,其中有二类土壤用这种方法所估算的K  相似文献   

17.
土壤导热率测定及其计算模型的对比分析   总被引:10,自引:6,他引:4  
土壤导热率是重要的热参数之一,为了获得预测导热率的准确方法,该文对比分析了确定土壤导热率的热脉冲直接测定法和模型间接推求法。根据热脉冲原理在相同体积质量下,测定了不同质地和含水率土壤的导热率值。结果表明在相同含水率条件下,砂粒含量越高,土壤的导热率越大,土壤导热能力越强。利用Horton经验公式对实测值进行了拟合,结果显示Horton经验模型基本可以反映土壤导热率变化特征,并得到了Horton公式经验系数。利用实测值与Campbell模型计算值进行了比较,结果显示Campbell模型计算结果偏差较大,并对其进行了修正。并且用实测值与Johansen模型及其2种改进模型(Coté-Konrad模型和Lu-Ren模型)的计算值进行了对比分析,结果表明Johansen模型计算结果与实测值偏差较大,2种改进型模型的计算结果与实测值更接近。该研究表明土壤导热率可以利用土壤质地、含水率、孔隙度和体积质量进行计算,3种理论模型的计算值与实测值的相关系数均值分别为:0.643、0.937、0.943,推荐使用Coté-Konrad模型和Lu-Ren模型计算土壤导热率,Lu-Ren模型比Coté-Konrad模型的适用范围更广。  相似文献   

18.
Comparisons were made between 1988 and 1991 to evaluate three methods of estimating the leaching of mineral nitrogen (N) from unstructured freely draining sandy loam and loamy sand soils. The studies compared the drainage patterns and quantities of N (almost exclusively nitrate) leached from monolith lysimeters with those estimated from ceramic suction cups and soil core extracts. The latter two methods gave direct measurements of the mineral N concentrations in drainage, but required an estimate of the drainage volume calculated from meteorological observations and evapotranspiration equations to give total N leached. A bromide tracer was also used to confirm conclusions from nitrate leaching studies. There was a delay in the onset of drainage from free draining lysimeters because they lack the subsoil matric potential of field soils. However, total annual drainage measured by lysimeters or calculated from meteorological observations was similar, providing that return to field capacity was correctly identified in the field soil. During the first year there were discrepancies between methods which were attributed to soil disturbance during lysimeter and/or ceramic cup installation. In the second and third years of the experiment, estimates of N leaching losses using the lysimeters and ceramic cups were in good agreement. Nitrate concentrations in soil solution at a depth of 130 cm measured from soil core extracts were smaller than found by the other methods during the second year and the peak concentrations were significantly different (P<0.05). However, total overwinter N leached was not significantly different. Thus, while lysimeters and cups can be used to quantify leaching losses on unstructured, free draining soils if used correctly, the use of soil core extracts is questionable.  相似文献   

19.
Although the shrink‐swell phenomenon of clays has been thoroughly studied, the in situ relation of the shrinkage curve to the structure profile is rarely presented from the shrinkage limit to the liquid limit. We studied the consolidated structure of clay‐dominated (<2 μm) soils formed on ‘pseudo‐liquid’ marsh sediments in the ‘Marais de l’Ouest’ (France). The profiles were studied in a grassland field and in a sunflower field from unsaturated surface soils down to deeper, saturated, levels characterized by a very large water content (100% by weight). The consolidation states were quantified recording cone resistance (Qd) profiles using a dynamic penetrometer in successive seasons. These Qd profiles were compared with the associated wet density and gravimetric water‐content profiles. Two consolidation depths were evident, the surface soil and a 130‐cm deep palaeosol. The seasonal Qd profiles demonstrate the partial irreversibility of the consolidation peaks associated with the surface soil and with the palaeosol. The shrinkage properties were established through drying curves of undisturbed test samples. In the void ratio (e)water content (W) and water content (W)saturation index (Sr) diagrams, the profiles as a whole exhibit only one clay soil behaviour from their pseudo‐liquid to plastic to solid states. Each Qd profile is represented by a hyperbolic curve in the e/Qd diagram. Represented in a (e – W – Qd —Sr) crossed diagram, the vertical evolution of the successive profiles shows the soil structure behaviour from the initial pseudo‐liquid sediment to the consolidated soil. A simple cone resistance recording associated with gravimetric water‐content profiles, characterizes the evolution of structural layers of soils for the seasonal drying‐wetting cycles, for the over‐consolidation associated with the palaeosol, and also for the effect of ploughing.  相似文献   

20.
Abstract

Soil texture, aggregates in different size classes and water retention at several water potentials were measured in the top layers of 12 Danish soils. Size frequency curves of dispersed and aggregated soil particles and of soil pores were calculated using numerical differentiation of sum curves, which were obtained from measured data through interpolation procedures. Soils which originated from water sediments had narrow peaks with approximately lognormal distribution of dispersed soil particles and of soil pores, reflecting the sorting action of the water. Moraine soils appeared to have broad and flat frequency curves of dispersed soil particles, some of which were bimodal or skewed. These soils exhibited a typical bimodal size distribution of soil pores. Degree of aggregation was determined primarily by the soil content of clay, 10% or more creating stable macroaggregates of 2–6 mm diameter. A comparison of the frequency curves for soil pore size to a generalized four-parameter mathematical expression relating matric potential and volumetric water content revealed that the model fitted the empirical data reasonably well for the well-sorted water-sedimented soils, while in the case of the bimodal pore size soils a deviation of differing magnitude was observed. From the investigation it is recommended that in most cases, quantities of particles and pores in soil should be related to size with frequency rather than cumulative expressions.  相似文献   

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