Effect of a Mobile Fine Fraction on Slug Test Results

In recent slug testing at our field site there seemed to be a dependence on flow direction and initial slug height in some of the results for hydraulic conductivity that could not be explained by any known models. At first, we thought the dependence on flow direction and initial height was the result of slug length and friction in the annular space between the slug and casing. Later slug testing with a packer eliminated the effect of the slug in the wellbore, but the initial head and directional dependence observed earlier remained for the packer data. This indicated possible well development problems, so a program of well development was instituted and slug tests were performed at various points in this program. We were not able to eliminate the head and directional dependence of the results for the hydraulic conductivity by well development. However, we have arrived at some conclusions that may be helpful to others interpreting slug test data in aquifers with a mobile fine fraction. It seems that well development and slug testing can cause fine material to be redistributed in an aquifer. Apparently in our slug testing and development program, we have created an artificial distribution of fine material that differs with radius, causing the apparent hydraulic conductivity to differ with volume injected or withdrawn. Directional dependence may be caused by the water moving away from the well carrying fines, resulting in a build up of fine material at some radius and a lower apparent hydraulic conductivity.     

Hydraulic Effects of Crop Management Systems on Nitrate Variability in a Confined Aquifer

Nitrate movement to saturated glacial till (at about 3.5 m) and a shallow confined aquifer (6 m) was evaluated for five years (1992 to 1996) under three dryland cropping practices. Cropping systems were Biological (using no manufactured chemicals or fertilizers), Conventional (cropping practices used in east-central North Dakota), and Integrated (using integrated pest management practices). Following a wet year in 1993 the average nitrate-N concentration in the vadose zone did not differ (p 0.05) between treatments. Largest nitrate increase in the saturated till occurred under the Conventional treatment, and the least occurred under the Biological Treatment (p 0.05). Nitrate increased until 1995, and then began to decrease. Most had not reached their 1992 levels by 1996. Nitrate increased most, and for the longest period, in the Carrington aquifer under the Biological treatment, and least under the Conventional treatment (p 0.05). Larger nitrate-N in the aquifer under the Biological treatment was not caused by additional leaching of nitrate-N from the soil zone, but by indirect hydrologic effects of crop systems on flux from the overlying till to the aquifer. Reduced dry matter production and surface cover under cool wet conditions increased runoff to microtopographic low areas, and enhanced local root-zone drainage. Local increases in drainage caused local increases in hydraulic gradient from the till to the aquifer, which caused local and temporary influxes of nitrate-laden water from the aquitard to the aquifer. Under all treatments temporal and spatial variability of nitrate-N concentrations were large, and increased mean nitrate-N values were caused by expanded spread of the data. Under all treatments there were sample positions and times with small or negligible nitrate-N concentrations.     

A novel shear vane used to determine the evolution of hydraulic dredge tracks in sub-tidal marine sediments

A novel shear vane is described which can be used to record the shear strength of discrete depth horizons of a variety of marine sediment types in situ. This vane, or modifications of it, has great potential in allowing measurement of in situ shear strength without requiring any samples to be removed from the sea bed, a process which can often destroy the fine structure of the sediment. The vane was used to monitor the change in sediment shear strength caused by a hydraulic dredge, which was used to fish razor clams (Ensis arcuatus) in a sheltered bay within the Clyde Sea area, Scotland. Data collected using this apparatus provided valuable and immediate information on the stratification of the sea bed post-dredging and allowed the evolution of the dredge track to be regularly monitored by divers over a period of 100 d.     

水下作业工具液压动力源的研制

通过水下作业工具的有关技术的介绍 ,阐述了液压动力源的基本构成及工作原理 ,设计了水压力自动补偿器可消除深水压力对工具系统的影响 ,最后 ,经过试验验证了理论的正确性     

Response of the Baltic Sea to climate change—theory and observations

The dynamics controlling the response of the Baltic Sea to changed atmospheric and hydrologic forcing are reviewed and demonstrated using simple models. The response time for salt is 30 times longer than for heat in the Baltic Sea. In the course of a year, the Baltic Sea renews most of its heat but only about 3% of its salt. On the seasonal scale, surface temperature and ice-coverage are controlled by the atmospheric conditions over the Baltic Sea as demonstrated by e.g. the strong inter-annual variations in winter temperature and ice-coverage due to variations in dominating wind directions causing alternating mild and cold winters. The response of surface temperature and ice-coverage in the Baltic Sea to modest climate change may therefore be predicted using existing statistics. Due to the long response time in combination with complicated dynamics, the response of the salinity of the Baltic Sea cannot be predicted using existing statistics but has to be computed from mechanistic models. Salinity changes primarily through changes in the two major forcing factors: the supply of freshwater and the low-frequency sea level fluctuations in the Kattegat. The sensitivity of Baltic Sea salinity to changed freshwater supply is investigated using a simple mechanistic steady-state model that includes baroclinic geostrophic outflow from the Kattegat, the major dynamical factor controlling the freshwater content in the Kattegat and thereby the salinity of water flowing into the Baltic Sea. The computed sensitivity of Baltic Sea surface salinity to changes of freshwater supply is similar to earlier published estimates from time-dependent dynamical models with higher resolution. According to the model, the Baltic Sea would become fresh at a mean freshwater supply of about 60 000 m³ s⁻¹, i.e. a 300% increase of the contemporary supply. If the freshwater supply in the different basins increased in proportion to the present-day supply, the Bothnian Bay would become fresh already at a freshwater supply of about 37 000 m³ s⁻¹ and the Bothnian Sea at a supply of about 45 000 m³ s⁻¹. The assumption of baroclinic geostrophic outflow from the Kattegat, crucial for the salinity response of the Baltic Sea to changed freshwater supply, is validated using daily salinity profiles for the period 1931–1977 from lightship Läsö Nord.     

圆形重力式网箱阻力性能研究

采用网箱模型试验 ,对周长 5 0 m,深 8m的 HDPE双管圆形重力式网箱 ,在不同配重、网片规格和流速条件下的阻力性能进行研究。结果表明 ,在 2 .5 kn的相对流速范围内 ,网箱的整体阻力在 75 0 0 kg以内 ;在网箱整体阻力中 ,框架及重锤阻力所占比重较小 ,而网箱箱体阻力占近90 %。不同重锤配重的网箱 ,其整体阻力与流速均呈幂函数关系 F=a Vb,网箱重锤配重增加 ,网箱阻力也随之增大 ,而重锤配重变化对网箱阻力的影响程度又随流速的增加而减小     

数学形态学与拓扑约束支持的单条河流骨架线提取

为解决当前遥感手段提取河流骨架线自动化程度不高、精度有限、易发生断裂等问题,提出一种基于数学形态学与拓扑约束理论的完整单条河流骨架线自动化提取方法。该法综合利用归一化水体指数(NDWI)和数学形态学方法提取遥感影像中的河流及河流初始骨架线;从河流初始骨架线二值图中获取断点,并自动计算膨胀系数,利用局部膨胀细化法进行连接;结合拓扑约束,利用初始骨架线对连接线进行去伪操作。结果表明,该方法能有效解决细小、易发生断裂的单条河流的完整骨架线自动提取的难题。     

Effective hydraulic conductivity of nonstationary aquifers

Assuming that the ln hydraulic conductivity in an aquifer is mathematically approximated by a spatial deterministic surface, or trend, plus a stationary random noise, we treat the problem of finding what the effective hydraulic conductivity of that aquifer is. This problem is tackled by spectral methods applied to a type of diffusion equation of groundwater flow, together with suitable coordinate transformations. Analytical (exact) solutions in terms of elementary functions are presented for one- and three-dimensional finite and infinite domains. Stability criteria are obtained for the solutions, in terms of a critical parameter, that turns out to involve the product of correlation scale and trend gradient. For the case of finite and symmetrical domains, additional provisions to insure the stability of numerical calculations of effective hydraulic conductivity are provided. Effective hydraulic conductivity is an important property, with potential applications in the calibrations of groundwater and transport numerical models.     

Effective hydraulic conductivity of nonstationary aquifers

Assuming that the ln hydraulic conductivity in an aquifer is mathematically approximated by a spatial deterministic surface, or trend, plus a stationary random noise, we treat the problem of finding what the effective hydraulic conductivity of that aquifer is. This problem is tackled by spectral methods applied to a type of diffusion equation of groundwater flow, together with suitable coordinate transformations. Analytical (exact) solutions in terms of elementary functions are presented for one- and three-dimensional finite and infinite domains. Stability criteria are obtained for the solutions, in terms of a critical parameter, that turns out to involve the product of correlation scale and trend gradient. For the case of finite and symmetrical domains, additional provisions to insure the stability of numerical calculations of effective hydraulic conductivity are provided. Effective hydraulic conductivity is an important property, with potential applications in the calibrations of groundwater and transport numerical models.     

基于随机理论的地下水环境风险评价

针对确定性模型难以描述含水层非均质空间分布的问题,提出基于随机理论的地下水环境风险评价方法。以矩形场地地下水污染风险评价为例,采用蒙特卡罗法生成大量渗透系数随机场,模拟含水层参数各种可能的非均质空间分布,在此基础上建立场地地下水流模型与溶质运移模型,分别计算污染物在地下水中的迁移转化情况。统计大量随机模拟中污染事故发生的频率,当模拟次数足够多时,污染频率收敛于污染概率,污染风险即通过污染概率体现出来。该方法将模型参数设为满足一定分布特征的随机变量,避免了确定性方法得出的武断的评价结果,可为工厂的选址、水源地的选址等工作提供科学指导。