水量实测法校验地铁区间隧道水泵实际工况

介绍了地铁区间隧道水泵实际工况校验的计算方法。即:通过测量地铁区间隧道泵房的进水量,计算水泵实际排水量,并以此校验水泵及管路实际工况。该方法计算和校验方法较为方便、简单,具有可操作性,且计算结果比较准确,适合各城市地铁线路专业技术人员用以校验地铁区间隧道水泵运行工况。

关家屯水文站水量调查分析

本文介绍了关家屯水文站水量调查内容,并对2005年至2016年调查水量进行统计分析,通过水量还原得到天然径流量,使水文站径流资料系列更具一致性,为防汛抗旱和经济建设提供可靠依据。

对九十年代太湖流域实际和预测用水量的一些分析

对太湖流域1993、1997、1998、1999年的实际用水量做了初步分析,并与“太湖片水中长期供求计划报告”的有关预测做了对比;同时,还对流域用水与经济发展的关系做了分析,并与国外相当经济发展水平国家的用水指标做了对比。对比分析结果可供下一步水资源规划参考。

高含水量路基土方施工的控制

路基土方含水量过高，一般采取的施工方法是翻耕晾晒，即土场晾晒和路基上晾晒以及二者兼顾，沪宁高速公路无锡段C3标将全部路基土方做成灰土（5％～10％）的成功例子为我们今后的路基施工开辟了一个新的方向。

综放开采下组煤首采面上覆老空水探查及突水危险性评价

为了探究左权五里堠煤业上组煤老空区富水性及其对下组煤首采工作面突水的危险性,以下组煤首采面为研究背景,系统分析了研究区上下2组煤层顶底板岩性组合及水文地质条件;根据物探探测结果,在下组煤首采面巷道先后施工了20个探放上组煤老空水钻孔,发现上组煤老空水存在局部水量大、水压高、富水性分布不均的特点。在此基础上,建立了上下组煤层开采顶底板的工程地质数值模型,采用数值模拟方法对上组煤和上下组煤开采完毕后的应力场及塑性区场变化特征进行了对比分析,得到上组煤层开采后底板破坏深度为11 m,下组煤开采后导水裂隙带高度为112 m,没有波及上组煤底板破坏深度范围,与首采面实测涌水量反映的规律是一致的。根据首采面及附近2个钻孔的资料,采用2种相关经验公式类比计算了下组煤开采导水裂隙带高度,优选了可靠性较高的经验公式。

河龙区间水沙变化特点及减水减沙量分析

研究计算了河口镇—龙门区间水土保持治理后和近期的降雨、天然径流量、实测水沙量以及降雨径流关系、水沙关系的变化。结果表明:各因子普遍减小,近期的减幅大于治理后;对于近期,降雨量的减幅最小,沙量的减幅最大;各因子的减少主要发生在汛期,更集中在主汛期;主汛期降雨径流关系未发生显著变化,而近期同样实测水量条件下沙量明显减少。根据水文法初步估算了各因素的减水减沙量,分析了降雨和人类活动因素对减水减沙的作用及其随研究时期的变化规律。

Real-time Monitoring Scheme of Soil Moisture Content in Paddy Field

The monitoring of soil moisture content in paddy field is one of important parts and contents of regional soil moisture monitoring. But a good monitoring scheme hasn’t been established. A real-time monitoring scheme of soil moisture content in paddy field was put forward from two key links of soil moisture content monitoring and field water-layer monitoring. This scheme could meet the alternative monitoring requirements of soil moisture content in water layer and none-water layer. It had a good maneuverability and could provide references for practical work.

Experimental measurements of water content in crude oil emulsions by terahertz time-domain spectroscopy

We measured the water content （0.01% 0.25% w/w） in crude oil emulsions using terahertz time-domain spectroscopy （THz-TDS）. To improve the precision and range of the measurements, we used 1 and 10 mm thick quartz cells. The experiments were performed at 20 ℃ and the THz wave was transmitted vertically to the samples and detected on the other side. The experimental results suggest linear relation for the THz absorption coefficient and the water content of the crude oil emulsions in the observed range. The linear dependence facilitates high-precision measurements of the water content of crude oil. This suggests the potential of THz-TDS in determining the water concentration in crude oil and borehole fluid identification.

隧道防排水设计优化

本文根据福建某隧道的实际情况,采用矩形堰实测涌水量,并结合大气降雨入渗法和地下水动力学法综合分析计算,进行防排水设计,取得了较好的效果。同时提出了,在基岩裂隙水比较发育的隧道,这种防排水设计方法是切实可行的,可供同类隧道在防排水设计及处治过程中借鉴和参考。

Determining areas in an inclined coal seam floor prone to water-inrush by micro-seismic monitoring

The failure depth of the coal seam floor is one important consideration that must be kept in mind when mining is carried out above a confined aquifer.Determining the floor failure depth is the essential precondition for predicting the water-resisting ability of the floor.We have used a high-precision microseismic monitoring technique to overcome the limited amount of data available from field measurements. The failure depth of a coal seam floor,especially an inclined coal seam floor,may be more accurately estimated by monitoring the continuous,dynamic failure of the floor.The monitoring results indicate the failure depth of the coal seam floor near the workface conveyance roadway（the lower crossheading） is deeper and that the failure range is wider here compared to the coal seam floor near the return airway（the upper crossheading）.The results of micro-seismic monitoring show that the dangerous area for water-inrush from the coal seam floor may be identified.This provides an important field measurement that helps ensure safe and highly efficient mining of the inclined coal seam above the confined aquifer at the Taoyuan Coal Mine.

Experimental Measurements and Correlations Isobaric Vapor-Liquid Equilibria for Water ＋ Acetic Acid ＋ Sec-butyl Acetate at 101.3 kPa

Isobaric vapor-liquid equilibrium(VLE) data for acetic acid + sec-butyl acetate and water+acetic acid + sec-butyl acetate systems were determined at 101.3 kPa using a modified Rose type.The nonideality of the vapor phase caused by the association of the acetic acid was corrected by the chemical theory and Hayden-O'Connell method.Thermodynamic consistency was tested for the binary VLE data.The experimental data were correlated successfully with the Non-Random Two Liquids(NRTL) model.The Root Mean Square Deviation(RMSD) of the ternary system was 0.0038.The saturation vapor pressure of sec-butyl acetate at 329 to 385 K was measured by means of two connected equilibrium cells.The vapor pressures of water and sec-butyl acetate were correlated with the Antoine equation.The binary interaction parameters and the ternary VLE data were obtained from this work.

Laboratory investigation on relationship between degree of saturation, B-value and P-wave velocity

Laboratory tests were performed on Toyoura sand specimens to investigate the relationship between degree of saturation Sr, B-value and P-wave velocity Vp. Different types of pore water （de-aired water or tap water） and pore gas （air or CO2） as well as different magnitudes of back pressure were used to achieve different Sr （or B-value）. The measured relationship between B-value and Vp was not consistent with the theoretical prediction. The measurement shows that the Vp value in the specimen flushed with de-aired water is independent of B-value （or St） and is always around the one in fully saturated condition. However, the Vp value in the specimen flushed with tap water increases with B-value, but the shape of the relationship between Vp and B-value is quite different from the theoretical prediction. The possible explanation for the discrepancy between laboratory measurement and theoretical prediction lies in that the air exists in the water as air bubbles and therefore the pore fluid （air-water mixture） is heterogeneous instead of homogenous assumed in the theoretical prediction.

Bridge Pressure Flow Scour at Clear Water Threshold Condition

Bridge pressure flow scour at clear water threshold condition is studied theoretically and experimentally.The flume experiments reveal that the measured scour profiles under a bridge are more or less 2-dimensional;all the measured scour profiles can be described by two similarity equations,where the horizontal distance is scaled by the deck width while the local scour by the maximum scour depth;the maximum scour position is located just under the bridge about 15% deck width from the downstream deck edge;the scour begins at about one deck width upstream the bridge while the deposition occurs at about 2.5 deck widths downstream the bridge;and the maximum scour depth decreases with increas-ing sediment size,but increases with deck inundation.The theoretical analysis shows that:bridge scour can be divided into three cases,i.e.downstream unsubmerged,partially submerged,and totally submerged.For downstream unsubmerged flows,the maximum bridge scour depth is an open-channel problem where the conventional methods in terms of critical velocity or bed shear stress can be applied;for partially and totally submerged flows,the equilibrium maximum scour depth can be described by a scour and an inundation similarity number,which has been confirmed by experiments with two decks and two sediment sizes.For application,a design and field evaluation procedure with examples is presented,including the maximum scour depth and scour profile.

Exploring Salinity Perception in Lower Cheliff Plain （Algeria）

Salinity is a well known phenomenon throughout the agricultural fields of Algeria, where irrigation uses poor quality waters. This paper describes the results of a survey of farmers＇ perception of salinity with regard to salinity assessment. In the lower Cheliff plain, 42 farmers were interviewed using semi-structured questionnaires, and simultaneously, water and soil＇s salinity were measured in the laboratory. The results from this sample analysis were compared to the farmers＇ individual opinion on soil and water salinity. Conclusions point to a positive agreement between the two approaches because farmers are familiar with techniques and strategies to mitigate salinity effects. However, they do not perceive the risk of newly changing irrigation water source, which open up to soil degradation hazard.

Effect of Micro Silica on Compressive Strength of Plastic Concrete

This research describes a series of laboratory tests performed to characterize the mechanical properties of plastic concrete. The mechanical properties of plastic concrete are studied using a series of compression tests. Stress relaxation and controlled rate of loading tests are also performed to investigate the rate sensitivity and time-dependency of plastic concrete. An important requirement for the plastic concrete in such applications is adequate strength for the design loads. The replacement of cement content of plastic concrete by micro silica does not result in any significant decrease in workability of plastic concretes and hence, unlike the case for normal concretes, plasticizers or super plasticizers are not required to rectify the adverse effect of micro silica on workability. The aim of the experimental research was to investigate the effects of various levels of cement replacement by micro silica, including 0%, 3%, 6%, 9%, 12% and 15% on strength of plastic concrete. Obtained results show that the effect of micro silica on strength enhancement of plastic concretes is substantial and a replacement level of 15% resulted in 70%-180% increase in strength compared to the control mix. For normal concretes, the increase in strength due to incorporation of micro silica was generally reported as 30%-50%.

Vapor Pressure Measurement of Water+1,3-Dimethylimidazolium Tetrafluoroborate System

In absorption cycles,ionic liquid(IL)1,3-dimethylimidazolium tetrafluoroborate([Dmim]BF4)may be a promising absorbent of working pair using water as refrigerant.The vapor pressures of[Dmim]BF4 aqueous solution were measured with the boiling-point method in the temperature range from 312.25 to 403.60 K and in the mass concentration range of 65%to 90%of[Dmim]BF4.The experimental data were correlated with an Antoine-type equation and the Non-Random Two-Liquid(NRTL)model,and the average absolute deviations between the experimental and calculated values were 1.06%and 1.15%,respectively.For the[Dmim]BF4 aqueous solution,the experimental vapor pressures show negative deviations from the calculated data with Raoult's law.For higher mass concentration of the IL,the deviation is more negative.In addition,the vapor pressures,the hydrophilicity and the solubility of[Dmim]BF4 aqueous solutions were compared with those of[Dmim]Cl aqueous solutions and [Bmim]BF4 aqueous solutions at IL-mole fraction of 0.20.

Experimental study of water effects on gas desorption during highpressure water injection

For the question of applying high-pressure water injection to increase gas extraction efficiency by increasing the permeability of water to drive gas action, an independently designed gas desorption experimental measuring device was used under the condition of external solution invasion. The law of water effect on gas desorption was obtained after water invasion through experiment for the first time. The results show that water＇s later invasion not only can make the quantity of gas dcsorp- tion greatly reduced, but also can make gas desorption end early. Therefore, when evaluating the applications of high-pressure water injection to increase gas extraction efficiency, we should take water damaging effects on gas desorption into account.

Experimental investigation of the generation of large-amplitude internal solitary wave and its interaction with a submerged slender body

A principle of generating the nonlinear large-amplitude internal wave in a stratified fluid tank with large cross-section is pro- posed according to the ＇jalousie＇ control mode. A new wave-maker based on the principle was manufactured and the experi- ments on the generation and evolution of internal solitary wave were conducted. Both the validity of the new device and ap- plicability range of the KdV-type internal soliton theory were tested. Furthermore, a measurement technique of hydrodynamic load of internal waves was developed. By means of accurately measuring slight variations of internal wave forces exerted on a slender body in the tank, their interaction characteristics were determined. It is shown that through establishing the similarity between the model scale in the stratified fluid tank and the full scale in the numerical simulation the obtained measurement re- suits of internal wave forces are confirmed to be correct.