电导率温度校正计算方法的改进

通过实验，用分段函数较精确的表示出温度校正系数与温度的关系，对现行电导率温度校正公式进行了改进，可以简化测量过程，提高计算精度。     

Morphology and electrical conductivity of PACS

Polyaluminium chlorides with sulfate ion(PACS) were prepared by using AlCl3· 6H2O, Al(SO4 )3· 18H2O and Na2CO3 as raw materials. The effects of basicity (r), Al3 +/SO42- molar ratio and aging time on the morphology of PACS were observed by transmission electrical microscope. The influence of aging time on charge neutralization and coagulation effect of PACS was studied.The effects of basicity (r), Al3+/SO42- molar ratio and aging time on the electrical conductivity of PACS solution were also investigated. The experimental results show that the degree of polymerization of polyaluminium chloride(PAC) increases when SO42-ion is added. The higher the basicity(r) and the longer the aging time, the larger the size of polymer PACS. The ability of PACS neutralizing the charge on Kaolinite decreases with the increase of aging time. The electrical conductivity of PACS solution (the concentration of Al3+ ion is 0.18 mol/L) with different aging time is the function of the basicity and Al3 +/SO42- molar ratios and has its maximum at r = 0.5 and Al3+/SO42- = 12.     

紫外检测—离子色谱法测定油田水中碘离子

本文研究了用阴离子交换分离,KCI溶液作为淋洗液,紫外/可见检测器在215nm波长处测定水中碘离子浓度的最佳离子色谱条件.该方法具有无干扰、灵敏度高、方法简便等特点,而且,在碘离子浓度为0.05—8.0μg·ml~(-1)范围内,其浓度与峰高的响应值之间存在良好的线性相关关系(相关系数大于0.999).碘离子的检出限为0.012μg·ml~(-1)(按信噪比等于3计算).其保留时间和峰高的相对标准偏差分别为2.6%和1.0%(n=7).方法用于基体复杂的油田水样中碘离子的测定,得到满意的结果,标准加入回收为98.4%.     

广东大中型水库电导率分布特征及其受N、P营养盐的影响

广东省20座大中型水库的电导率在丰水期为22～246us／cm，在枯水期为23～254us/cm；除大境山水库外，其它水库丰水期、枯水期差别不大。在采样的6个流域中，受工业和生活污水污染比较严重的珠江三角洲水库电导率明显高于其它流域水库；东江流域电导率最低。N、P营养盐离子对水库电导率有不同的贡献，总的来说，营养盐质量浓度较高的水库，N、P营养盐离子对水库电导率的贡献率较大，水库电导率也较高。除粤西沿海的鹤地水库以NH4^ 对水库电导率的贡献为主外，其它流域以NO3^ 水库电导率的贡献最大。丰水期、枯水期营养盐离子对水库电导率贡献的结构有变化，PO4^3-对水库电导率贡献的结构变化最大，即PO4^3-在丰水期对电导率的贡献比枯水期明显增高。分析结果表明，广东省大中型水库的电导率反映了水库受污染的程度，富营养化是导致水库电导率上升的重要因素，水库电导率在一定程度上反映了水库的营养水平。     

用TDR确定沙壤土非饱和淹灌条件下NH_4~+的硝化反应及NO_3~-的入渗迁移

对于沙壤土柱实验，用ＴＤＲ（时间域反射计）结合土壤抽提液的溶质分析，研究了在非饱和灌溉条件下的硝化和ＮＯ－３的迁移．测得的土壤体电导率与土壤抽提液的电导率之比和土壤含水量成线性关系，籍此用ＴＤＲ可以确定非饱和灌溉条件下土壤中溶质浓度的变化规律；硝化过程是在土壤表层的不连通的小孔隙中进行的，几乎不受水分运动的影响；由示踪剂Ｂｒ－的入渗及土壤表层的ＮＯ－３（相当于ＴＤＲ测得的电导率值）入渗分布得出，入渗是按活塞推移作用进行的，借此方法可以研究非饱和入渗的机理．     

An analytical model for the interpretation of pulse injection experiments performed for testing the spatial variability of clay formations

This paper presents an analytical model to describe pulse injection experiments. This model solves the advection-diffusion equation while taking into account back diffusion from the clay core to the inlet and from the outlet to the clay core. In most analytical models, back diffusion is neglected. For sufficiently high Péclet numbers, this is a good approximation. However, in experiments where the Péclet number is low, back diffusion is important and must be taken into account. An additional advantage of the present model is that both concentration and flux are conserved at the inlet and at the outlet of the clay core. This model is used to fit pulse injection experiments with iodide and tritiated water (HTO) in clay cores. The (new) model is required for fitting the experimental results since in clay layers advection is very slow leading to a low Péclet number. The experiments are performed on clay cores taken from different depths from the Boom Clay and the Ypres Clay layer under the site of the nuclear power plant of Doel (Belgium). The quality of all fits is excellent and the obtained parameter values are coherent. For HTO, the fitted value for the diffusion accessible porosity is consistent with measurements of the water content in Ypres Clay cores. In both types of clays, the apparent diffusion coefficient at zero flow is between 10(-10) and 2 x 10(-10) m(2)/s for iodide and between 2 x 10(-10) and 3 x 10(-10) m(2)/s for HTO. The dispersion length is in the order of 10(-3) m. The average value for the diffusion accessible porosity is between 0.35 and 0.4 for HTO and between 0.2 and 0.25 for iodide.     

Hydraulic constraints on the performance of a groundwater denitrification wall for nitrate removal from shallow groundwater

Denitrification walls are a practical approach for decreasing non-point source pollution of surface waters. They are constructed by digging a trench perpendicular to groundwater flow and mixing the aquifer material with organic matter, such as sawdust, which acts as a carbon source to stimulate denitrification. For efficient functioning, walls need to be permeable to groundwater flow. We examined the functioning of a denitrification wall constructed in an aquifer consisting of coarse sands. Wells were monitored for changes in nitrate concentration as groundwater passed through the wall and soil samples were taken to measure microbial parameters inside the wall. Nitrate concentrations upstream of the wall ranged from 21 to 39 g N m(-3), in the wall from 0 to 2 g N m(-3) and downstream from 19 to 44 g N m(-3). An initial groundwater flow investigation using a salt tracer dilution technique showed that the flow through the wall was less than 4% of the flow occurring in the aquifer. Natural gradient tracer tests using bromide and Rhodamine-WT confirmed groundwater bypass under the wall. Hydraulic conductivity of 0.48 m day(-1) was measured inside the wall, whereas the surrounding aquifer had a hydraulic conductivity of 65.4 m day(-1). This indicated that during construction of the wall, hydraulic conductivity of the aquifer had been greatly reduced, so that most of the groundwater flowed under rather than through the wall. Denitrification rates measured in the center of the wall ranged from 0.020 to 0.13 g N m(-3) day(-1), which did not account for the rates of nitrate removal (0.16-0.29 g N m(-3) day(-1)) calculated from monitoring of groundwater nitrate concentrations. This suggested that the rate of denitrification was greater at the upstream face of the wall than in its center where it was limited by low nitrate concentrations. While denitrification walls can be an inexpensive tool for removing nitrate from groundwater, they may not be suitable in aquifers with coarse textured subsoils where simple inexpensive construction techniques result in major decreases in hydraulic conductivity.     

MODELING PERCOLATION LOSSES FROM A PONDED FIELD UNDER VARIABLE WATER-TABLE CONDITIONS1

ABSTRACT: A numerical simulation model was developed to predict the vertical and lateral percolation losses from a ponded agricultural field. The two-dimensional steady-state unsaturated/ saturated flow equation was solved using the finite-difference technique. A constant ponding depth was maintained at the soil surface with different water table conditions in an application of the model for rice fields bordered by bunds. Field experiments were conducted for two different water table depths to collect data on the spatial distribution of volumetric soil-moisture content for model verification. The measured soil-moisture content values were found to be in close agreement with those predicted by the model. The sensitivity analysis of the model with selected hydrologic conditions shows that the model is most sensitive to the values of saturated hydraulic conductivity, but relatively less sensitive to water table depth, ponding depth, and evaporation rate from the soil surface. It implies that, in a ponded rice field condition, the lateral and vertical percolation losses are mostly governed by the hydraulic conductivity of the soil. The vertical percolation losses were almost equal to the saturated hydraulic conductivity values and, in most cases, these losses increased with deeper water table depths. The lateral percolation losses also increased with deeper water table depths; however, these losses were relatively small in comparison to the vertical percolation losses. The vertical and lateral percolation losses increased with the increase in ponding depths. The lateral percolation losses through the bund decreased when the evaporation losses increased from the soil surface. The results of this study indicate that the percolation losses from a ponded field may be predicted accurately for a wide range of soil and hydrological conditions when the values of hydraulic conductivity, evaporation rate, depth of ponding, and water table depth are accurately known.     

一种计算粒子电迁移率的新模型

近几年来,粒子电迁移率引起了更多学者的注意。因为它是表征带电粒子在电场中运动的重要参数之一。在这方面,人们已作了大量的研究工作,提出了一些计算粒子电迁移率的理论和半经验模型。基于前人的研究,本文提出了一种计算粒子电迁移率的新模型,并用前人的实验结果和本研究的实验结果对此模型进行了检验。计算结果和实验数据很吻合。就某种意义上讲,此模型是对以前模型的扩展和改进,它可广泛应用于溶胶的研究和工业应用。     

煤岩体导热系数试验及单因子方差分析

为研究温度和含水量对煤、岩体导热系数的影响,采用激光闪射法测得8种煤、岩样品的导热特性参数;利用单因子方差分析方法对不同温度条件下的煤岩体导热系数测定结果进行比较分析,结果表明:煤岩体的导热系数随温度升高线性降低,随含水量增大而增大;岩石的导热系数大于煤体的导热系数,岩石的导热系数为1~5W/(m·K),煤的导热系数为0.1~0.5 W/(m·K);拟合得到不同煤体导热系数和温度的关系式,其拟合函数相关度在0.93左右,最大相对误差为2.18%。因此,可利用拟合函数和测试结果预测测试矿井的煤岩体导热系数。