一种简易的土壤呼吸速率原位测定方法

[目的]结合传统静态气室密闭法的优缺点,探索一种简易静态气室土壤呼吸速率测定方法。[方法]针对传统静态气室密闭法测量过程中需补充密闭气室同体积被抽取出的气体样本、仪器设备成本比较高等缺点,设计出本测量方法所需要测量装置。装置主要由静态密闭气室底座、静态密闭气室(桶)以及泵吸式CO_2浓度检测仪组成。试验按照给定的实施步骤在野外进行,并以碱液吸收法测量值为标准验证了该方法测量结果的有效性。[结果]该方法不仅克服了传统静态气室密闭法测量过程中的缺点,且测量结果准确,成本低廉,操作更为简捷。[结论]可以运用于各种野外环境条件下的土壤呼吸速率原位测定。     

The response of Aporrectodea rosea and Aporrectodea trapezoides (Oligochaeta: Lubricidae) to moisture gradients in three soil types in the laboratory

The question of whether the response of earthworms to soil moisture is governed by their reaction to soil wetness (moisture content) or to soil water energy (matric suction) was examined in two species of earthworm using moisture gradients in three contrasting soil types with clay contents varying from 4 to 39%. Gravimetric moisture gradients ranging over 5–30% were established in horizontal cores comprising 12 or 14 sections containing loosely packed soil. Earthworms were introduced to each section at the beginning of each experiment. The earthworms moved from sections containing dry soil into adjacent sections containing moister soil. Clear effects were evident after 6 h but these became more obvious after 96 h. For the earthworm Aporrectodea rosea, the threshold soil mositure level at which earthworms were induced to move away from dry soil was a matric suction of about 300 kPa (pF 3.4) and was independent of soil type. In contrast, for A. trapezoides, the threshold soil moisture varied with soil type (sandy loam 15 kPa, loam 25 kPa, clay 300 kPa). We conclude that, for the earthworm A. rosea, matric suction and not water content of soil provided the cue by which the earthworm recognized dry soil. For A. trapezoides, there was an interaction between matric suction and soil type in which the response of A. trapezoides to soil moisture varied with soil texture and the threshold for avoidance of dry soil ranged from a matric suction of 300 kPa (20% w/w) in clay to 15 kPa (10% w/w) in sandy loam.     

Physical properties and moisture retention characteristics of some nigerian soils

Measurements were made of physical characteristics of 119 samples from 23 profiles derived from two parent materials in Nigeria. The laboratory analyses included texture, plasticity and shrinkage characteristics, and a range of soil moisture constants including saturation point and moisture retention at various suctions. Simple and multiple correlation coefficients and regression analyses were conducted to investigate the possibilities of obtaining estimates of soil moisture retention from the textural analysis. Clay and sand contents are correlated with various soil moisture constants. The textural analysis may therefore be used to estimate moisture holding capacity at different suctions for these and similar soils with a predominantly uniform clay mineralogy, dominated by kaolinite and sesquioxides. Moisture retention curves indicate that the “field capacity” for most of these soils is better estimated at 60 or 100 cm of water suction rather than at 0.3 bar. A plot of the pF curves indicated only slight differences between moisture retention at 2 or 3 bar suction and at 15 bar suction.     

EFFECT OF WATER SUCTIONS ON THE GROWTH IN SOIL OF THE CILIATE COLPODA STEINI, AND THE BACTERIUM AZOTOBACTER CHROOCOCCUM

Pure cultures of the bacterium Azotobacter chroococcum, and mixed cultures of A. chroococcum and the ciliate Colpoda steini, were incubated for 35 days in soil samples, which were either saturated or subjected to a constant suction (either pF 1.5, 2.0, or 2.7). Previous to inoculation, the soil samples had been sterilized by y-irradiation (5 Mrad) and saturated with a solution of glucose and mineral salts. In the samples maintained at pF 2.7, the Colpoda population decreased after inoculation. In the other samples the ciliate populations increased after inoculation, and the duration of each growth period was related to the degree of suction applied. The longer growth periods were associated with the smaller suctions. Twenty-eight days after inoculation, saturated soil contained the largest ciliate population. Large numbers of Azotobacter cells were present in all samples, although there was a decline in numbers with time. Azotobacter populations in the samples at pF 2.7 did not increase after inoculation, and smaller Azotobacter populations were often present in the mixed compared with the pure cultures at the same pF value.     

A LABORATORY METHOD TO MEASURE GAS DIFFUSION AND FLOW IN SOIL AND OTHER POROUS MATERIALS

An apparatus was constructed to measure diffusivity of krypton-85 and gas permeability in an enclosed core of soil of field structure or in other porous material. Sample enclosure decreased water loss by evaporation, reduced mass flow caused by changes in ambient temperature and pressure during diffusion measurement, and allowed subsequent measurement of gas permeability without further sample disturbance. When a bundle of tubes was used as a test sample to calibrate the apparatus, the resistances to diffusion and viscous flow agreed approximately with those calculated from the tube size and number. Gas movement was measured in dry sieved soil and in undisturbed cores of silty loam soil to illustrate the practical value of the method. In the dry cores, diffusivity relative to free air (D_A/D_o) was greater in ploughed soil, 0.18, than in direct drilled soil, 0.14, nearly in proportion to the greater air porosity in the ploughed soil, but air permeability in ploughed soil was four times greater than in direct drilled soil and was about 1 000 times greater than in compacted sieved soil.     

Some problems associated with the use of the neutron probe in swelling/shrinkling clay soils

Comparison of neutron probe count rate ratios measured at 10 cm depth, with bulk soil water contents measured 3–5m away from the access tubes, confirmed that in swelling/ shrinking clay soils, recharge may be over estimated. This is due to the drying soil shrinking form the access tube, creating an air gap and radial cracks which allow preferential re-writing of the soil near the access tube. Installation of access tubes into dry soil was only a short-term answer.
Comparison of results obtained for bulk soil and for small colds shows that calibrating the neutron probe using small diameter cores may be lead to serious under estimates of changes in water content in shrinking clay soils.     

Überprüfung eines Schätzverfahrens zur Ermittlung von Kennwerten der Wasserbindung anhand der Labordatenbank des Niedersächsischen Bodeninformationssystems

Testing a method for estimating water retention parameters using the laboratory database of the Lower Saxony Soil Information System The validity of the method used for estimating field capacity (pF > 1.8), plant available water (pF 1.8 – 4.2), air capacity (pF < 1.8), and total pore volume from soil texture, packing density (bulk density + 0.009 % clay) and humus content described by the Arbeitsgruppe Bodenkunde (1982) was checked on the basis of 1693 pF curves of the laboratory database of the Lower Saxony Soil Information System (NIBIS). The positive and negative corrections for humus content applied in this method to the above parameters are clearly too small. Use of tables for estimating the pore volume of humus-free soils leads to overestimation. It will only be possible to work out an alternative method applicable to all classes of soils when the database has been extended.     

石油污染对土壤持水能力及供水强度的影响

[目的]研究石油污染对土壤持水能力及供水强度的影响,为有机污染物在土壤中迁移与转化规律研究提供理论基础。[方法]以陕北采油区的主要土壤类型—轻壤质黄绵土为研究对象,人为模拟获得5个不同梯度的石油污染土壤(0%,0.5%,1%,2%和4%),室内测定土壤水分特征曲线,采用Van Genuchten模型拟合获得模型参数,并以此为基础对比分析不同处理土壤持水能力、水分有效性、比水容量之间的差异。[结果]石油污染引起土壤持水性显著降低,污染浓度越大,持水性越低;对土壤水分特征曲线影响的显著区间主要在水吸力(pF)为1.5的低吸力段和水吸力(pF)为3.5以上的高吸力段,石油污染对土壤结构性的影响更加显著;高浓度的石油污染引起土壤有效水含量下降,加剧了土壤的干燥化程度,不利于协调干旱气候与植物需水性之间的矛盾;随着石油污染浓度的增加,土壤比水容量也呈现出显著递减趋势,土壤可利用水分对应的吸力范围相应变窄。[结论]石油污染显著降低了土壤的持水能力及供水强度,加剧了地区土壤旱情,给植物生产和生态环境带来严重危害。     

Some difficulties in the interpretation of experimental outflow curves for hydraulic conductivity determinations

Experiments were conducted to measure the hydraulic conductivity of undisturbed soil cores (differing in texture) both by one-step and Gardner's outflow methods. The apparatus designed for the study is described. Results with soil cores are compared to those from an artificial porous material having a stable and uniform pore-size distribution. Results indicate that in some cases the outflow pattern differs considerably from that predicted by diffusion theory. The deviation was much more pronounced at higher water contents and with an increase in the complexity of the system. The outflow method at 50 mbar suction for a sample containing the highest amount of clay gave a K value 35-fold smaller than that by the one-step method. At a 200-mbar suction, this difference decreased to a 4.7-fold. Much of the difficulty is attributed to unequal soil moisture distribution, pendular rings or fingering phenomena as a consequence of pressure imposition at higher water contents and underestimation of outflows even after greater equilibration times at low water contents.     

Influence of soil ESP and electrolyte concentration of permeating water on hydraulic properties of a Vertisol

The effect of soil ESP on soil moisture retention and volume change of montmorillonitic type clay soil (vertisol) in the 10–58 ESP range showed increase in moisture retention with soil ESP in 10-bar suction range. Soil moisture suction (h) – water content (θ)relationship of the form h = h_o(θ/θ_s)^?b, where ‘h_o’is air entry suction and ‘b’ is a constant, was obtained at all ESP levels. Soil bulk density at low moisture contents increased considerably with soil ESP due to dispersion and decreased linearly with increase in soil water content because of mineral swelling. The soil water diffusivity and conductivity in the 0.15–0.35 g/g moisture content range followed an exponential increase with soil moisture content recording a sharp decrease at soil ESP 10. The effect of high exchangeable sodium, however, was mitigated, to a large extent, by the increase in electrolyte concentration of permeating water to 5 mmhos/cm or greater. Decrease in water transmission parameters ascribed to exchangeable Na⁺ in the drier moisture regime was accounted for by dispersion of soil particles at low ESP. Whereas adsorbed Na⁺ – induced swelling was regarded as the major factor modifying soil water relations at relatively high ESP under wet moisture regime. Soil ESP of 10 may be treated as critical for swelling clay soil from soil and water – management view point.     

Bodenhydrologische Methoden zur Untersuchung ungestörter,skelettreicher Böden

Soil hydrological methods for investigations on undisturbed samples of skeleton-rich soils New methods are proposed, which allow the determination of moisture transmission properties of stony soils. A soil sampling technique is discussed whereby small monoliths are isolated from the surrounding soil and covered with polyester-soaked glassfiber sheets. With use of such irregularly shaped columns the soil moisture characteristic and the unsaturated hydraulic conductivity are determined by laboratory procedures. Starting with a saturated column, suction is applied and the resulting outflow is measured. At the same time the suction in the sample is registered and also the hydraulic gradient within the sample is determined. Also discussed is a procedure to install tensiometers in stony soils. The installation provides reliable data and the maintenance is easy. By building in a heating system in the tensiometers, these can be operated all year round.     

土壤基质吸力与土壤微生物活性关系的研究

研究了土壤微生物活性与土壤基膜吸力的关系，将土壤发泡点，即土壤导气率由0突变为非0时的基质吸力，与微生物的最高呼吸活性相联系，试图证明土壤微生物的最高活性发生于略高于土壤发泡点的基模吸力。对粗沙土、细沙土和砂壤土三种轻质地土壤的测定表明，土壤微生物的最高呼吸活性发生在略高于土壤发泡吸力的基质吸力。土壤基模吸力较小时微生物活性到达最高值的速度较慢，土壤基模吸力在发泡点附近时，微生物活性到达最高值的速度较快。     

HYSTERESIS IN THE MOISTURE CHARACTERISTICS OF CLAY SOIL

The relation between soil suction, degree of saturation, and the air and water permeabilities is experimentally investigated for two clay soils. Marked hysteresis can exist between saturation and permeability, but does not follow a unique trend. Thus permeability can be greater on a wetting or drying cycle depending on the structure of the clay soil. This behaviour is considered in terms of the cluster concept of soil structure, and it is concluded that any general theory of hysteresis must recognize both the macrostructure and microstructure of a soil.     

针孔管式小麦精准点播装置设计与吸种性能研究

精准点播可保证播种作业的播量、播深及株距的均匀度,增强个体发育,但因小麦种子具有籽粒小、种植密度大等特点,目前尚缺少小麦精准点播装备。针对这一问题,该文设计了一种基于气力吸附、定点打穴、精准投种的针孔管式小麦精准点播装置,并对其吸种性能进行研究。确定了该播种机构的工作原理及主要结构,通过理论计算,确定适宜株距为2.73 cm,针孔吸种管扰动距离为7.86 cm,应分3行排布。以吸种孔位置、吸种孔直径和吸种面形状为因素,以漏种指数、重种指数和单粒指数为指标进行正交试验,得出最优参数组合为:吸种孔位置为顶面,吸种孔直径为2 mm,吸种面形状为凸面;在此条件下,试验结果为漏种指数为4.1%,重种指数为7.3%,单粒指数为88.6%,满足设计要求。     

Shrinkage properties of differently managed clay soils in Finland

Soil cracking is a well-known phenomenon, also seen in clay soils in the boreal climatic zone. This study was carried out to quantify soil shrinkage properties in six differently managed clay soils in Finland (Vertic Cambisols, 51% clay). Cylinder samples (100 cm³) were taken in spring from two depths (0–5 and 5–10 cm), then saturated with water and dried as a function of applied suction. The heights of the sample were measured after each drying step and the volume of soil was calculated assuming isotropic shrinkage. The volume loss by shrinkage at a suction of −50 kPa was 1.6–3.8% and the total shrinkage was 5.2–10.5% of the total soil volume, respectively. All shrinkage curves showed structural shrinkage which occurred in the matric potential range from saturation to around −6 kPa. The shrinkage curves were characterized by minor proportional and wide residual shrinkage zones. Eight of twelve sites showed a steeper shrinkage in the proportional shrinkage zone than the theoretical 1:1 line. Large slope values, up to 3.0, reflect the collapse of inter-aggregate pore space due to shrinkage pressure. The results indicate significant particle rearrangement and structural changes, e.g. structural collapse and changes in inter-aggregate pore space due to shrinkage pressure. Continuous water saturation and variable periods of freezing between spring and autumn are mostly responsible for soil weakness against increasing effective stress as soil dries. It is presumed that shrinkage behaviour will change substantially with increases in drying and wetting cycles.     

The desorption solution — an alternative approach to measure water soluble ions in soils

Although the composition of the soil solution has important ecological information, there is no general consensus for obtaining and analyzing of the soil solution. This study presents an alternative procedure to obtain the soil solution and determine all relevant anions and cations. The soil samples are taken with an auger. 10—20 g of field moist soil are desorbed in a pressure chamber at 170 kPa (pF 3.2), with a cellulose acetate membrane filter (∅︁ < 0.45 μm) as capillar bridge between the interior and exterior of the chamber. The desorption procedure is performed at 4°C for 24 hours and yields up to 1.0 ml soil solution, depending on the actual water potential. If more soil solution is needed, the soil may be replaced by another aliquot of the same sample. 0.15 ml of soil solution is sufficient for analysing all cations and anions, which account quantitatively for the ion balance with a capillary electrophoresis. Compared with suction cups, ion concentrations in desorption solutions are, although generally lower, in the same order of magnitude. The advantage of this method is that no field equipment is needed, apart from the auger. Even in heterogeneous forest soils, water soluble ions can be monitored with a high spatial resolution and without any dilution effects, which are common in the most laboratory methods. The problem of lacking spatial representativity in stationary lysimeter stations is also overcome. Additionally it is possible to obtain and analyze soil solutions in a suction range where suction cups fail.     

Evaluation of 1H NMR relaxometry for the assessment of pore‐size distribution in soil samples

¹H NMR relaxometry is used in earth science as a non‐destructive and time‐saving method to determine pore size distributions (PSD) in porous media with pore sizes ranging from nm to mm. This is a broader range than generally reported for results from X‐ray computed tomography (X‐ray CT) scanning, which is a slower method. For successful application of ¹H NMR relaxometry in soil science, it is necessary to compare PSD results with those determined from conventional methods. The PSD of six disturbed soil samples with various textures and soil organic matter (SOM) content were determined by conventional soil water retention at matric potentials between −3 and −390 kPa (pF 1.5–3.6). These PSD were compared with those estimated from transverse relaxation time (T₂) distributions of water in soil samples at pF 1.5 using two different approaches. In the first, pore sizes were estimated using a mean surface relaxivity of each soil sample determined from the specific surface area. In the second and new approach, two surface relaxivities for each soil sample, determined from the T₂ distributions of the soil samples at different matric potentials, were used. The T₂ distributions of water in the samples changed with increasing soil matric potential and consisted of two peaks at pF 1.5 and one at pF 3.6. The shape of the T₂ distributions at pF 1.5 was strongly affected by soil texture and SOM content (R² = 0.51 − 0.95). The second approach (R² = 0.98) resulted in good consistency between PSD, determined by soil water retention, and ¹H NMR relaxometry, whereas the first approach resulted in poor consistency. Pore sizes calculated from the NMR data ranged from 100 μm to 10 nm. Therefore, the new approach allows ¹H NMR relaxometry to be applied for the determination of PSD in soil samples and for studying swelling of SOM and clay and its effects on pore size in a fast and non‐destructive way. This is not, or only partly, possible by conventional soil water retention or X‐ray CT.     

WATER MOVEMENT IN DRY SOILS

Semi-infinite columns of dry soil closed at one end had the other exposed to a turbulent atmosphere at constant relative humidity (0.98) and a range of constant temperatures. After varied times the water content of the columns was measured gravimetrically, in 1 cm layers, from which the total quantity taken up Q and the distribution of water content Ø with time t and distance x were found. Assuming that the Boltzmann transform, λ=xt^?t can be applied to the standard diffusion equation, two soil parameters are derived. A test of the assumption is that Ø should be uniquely dependent on λ, and then the diffusivity is calculable from where Ø_t is the initial uniform water content. The second parameter—the sorptivity, S= Qt^?½—and is not independent of Ø_t or the value maintained at x= 0. Results show that in a clay soil, between pF 5.8 and pF 4.2, water moves predominantly as vapour: in a non-swelling silicate mineral (sepiolite) there is significant liquid movement between pF 5.1 and pF 4.2. Long-continued use of organic manure has little effect on either D or S; aggregate size has some effect, in opposite senses for a sand and a clay; a mulch or a still atmosphere affects S but not D; evaporation suppressants decrease S; ignition decreases S and greatly alters D; and degradation of structure causes small changes in D.     

A laboratory method for measuring the isotropic character of soil swelling

Although the swelling of clays has been thoroughly studied, the mechanism by which this occurs in clay soils is not so fully understood. We have developed a technique to study the swelling and three‐dimensional deformation of a soil sample during wetting by adapting a triaxial apparatus. This equipment applies a controlled, confined and isotropic pressure to the periphery of the samples. A constant flow of solution is injected into the base of the sample while the lateral and axial deformations are simultaneously controlled. The development of the interstitial pressure, positive or negative, is measured. When the soil is thoroughly wetted, the equipment measures the saturated hydraulic conductivity. The swelling of the soil is not necessarily isotropic, and practically all the possibilities of lateral, isotropic and vertical swelling can be encountered. Furthermore, the swelling can be preceded by significant lateral shrinkage, caused by fissures. The results show the importance of confinement pressure when measuring the swelling of the samples. The adaptation of a triaxial apparatus to the study of the permeability and swelling of soils appears to be promising as it also allows the geometric development of the samples to be traced as well as the changes in the chemical composition of the percolating solutions.     

Assessment of soil water repellency as a function of soil moisture with mixed modelling

An understanding of the relation between soil water repellency (SWR) and soil moisture is a prerequisite of water‐flow modelling in water‐repellent soil. Here, the relation between SWR and soil moisture was investigated with intact cores of soil taken from three types of soil with different particle‐size distributions. The SWR was measured by a sessile drop contact angle (CA) during drying at soil pF values that ranged from ?∞ to 4.2. From the measured CA, the work of adhesion (W_a) was calculated and its relation with the pF‐value was explored. Mixed modelling was applied to evaluate the effects of pF, soil type and soil depth on CA and W_a. For all soil types, a positive relation was observed between CA and the pF‐value that could be represented by a linear model for the pF‐range of 1–4.2. The variation in slope and intercept of the CA–pF relationship caused by heterogeneity of the samples taken from a single soil horizon was quantified. In addition, the relation between CA and water content (WC) showed hysteresis, with significantly larger CAs during drying than during wetting.