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应用遥感和水化学方法揭示河流中地下水强排泄地段
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作者 Яковлев П.И.(НПИЦ)《Геозколгия》 +2 位作者 宋清 (翻译) 苑惠明(校对) 《水文地质工程地质技术方法动态》 2010年第1期38-44,共7页
本文介绍了从组织地下和地表水源地供水的观点出发,河流地段是最具有前景的地方,该地段地下水排泄的线性模量比背景值高几倍或一个量级。论述了通过遥感和水文方法来揭示地下水强排泄地段的方法,这在很大程度上简化了对地下水的地质... 本文介绍了从组织地下和地表水源地供水的观点出发,河流地段是最具有前景的地方,该地段地下水排泄的线性模量比背景值高几倍或一个量级。论述了通过遥感和水文方法来揭示地下水强排泄地段的方法,这在很大程度上简化了对地下水的地质勘探工作。河床水化学平衡管理局比较精确地确定地下支流的定量特征。在提出的方法中概括了水介质调查的一些手段和方法,这些方法应用在俄罗斯联邦环境和自然资源保护部、俄罗斯联环境水文气象站、俄罗斯科学院等系统中。 展开更多
关键词 地下水 河水 地表水 源头 排泄地段 线性构造的地质构造分析 水化学试验 温度测量水文测量 离子流 多光谱区和热航天像片
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EFFECTS OF ROCK BEHAVIOR AND STRESS CONDITION ON FIELD STRESS DETERMINATION 被引量:1
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作者 D. H. (Steve) Zou (Department of Mining and Metallurgical Engineering,Technical University of Nova Scotia, Canada) 《Journal of China University of Mining and Technology》 1995年第1期23-33,共11页
Non-consistency of stress results is of ten observed during field measurements. In some cases, even the rneasurernents are made at the same location in a massive rockrnass, the results can vary widely. In order to sol... Non-consistency of stress results is of ten observed during field measurements. In some cases, even the rneasurernents are made at the same location in a massive rockrnass, the results can vary widely. In order to solve the problem, extensive research has been carried out to study the major factors wh1ch rnay affect stress deterrnlnation. They include the rock behaviour and the stress state. For rocks showing non-isotropic behaviour, the values of Young’s modulus and Poisson ratio vary with the orientation of loading and measurement. Stress condition in the rock affects the rock behaviour. Furtherrnore, the loading condition on rock samples durlng laboratory tests is different from in the field and therefore the determined e1astic constants may not represent the field condi tion. In general , the Young’s modulus may depend on the orientation, the loading path, the stress magnitude and the stress ratio. This paper examines in detail the effects of those factors, especially for rocks showing transversely isotropic behaviour. It is found that the discrepancy of stress results from field measurernents in this type of rock is mainly due to over simplification of the rock behavior and inadequate use of elastic constants of the rock during stress calculation. A case study is given,which indicates the significance of these factors and demonstrates the proper procedure for stress calculation from measurements. 展开更多
关键词 in-situ stress overcoring transverse isotropy microfractures Young 's modulus stress state
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Determination of consolidation behaviour of clay slurries 被引量:3
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作者 Khan Faseel S. Azam Shahid 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2016年第2期277-283,共7页
The main objective of this study was to determine the consolidation behaviour of clay slurries.A finegrained clay with high consistency limits(W_L = 180%,w_P= 120%) was investigated using conventional oedometer and be... The main objective of this study was to determine the consolidation behaviour of clay slurries.A finegrained clay with high consistency limits(W_L = 180%,w_P= 120%) was investigated using conventional oedometer and bench-top centrifuge tests.Results indicated that the slurry had an apparent preconsolidation(due to initial conditions,electrochemical interactions,tortuous drainage,and thixotropic strength) from e = 5.7 to e = 5.5 followed by virgin compression.Likewise,the low hydraulic conductivity(10^(-10)-10^(-12) m/s) was due to low porosity(small pore throats) and high tortuosity(long flow paths).Unlike consolidation of soils,the c_v and m_v decreased with increasing σ' but increased with increasing e and k.The data from the two tests correlated well in the range of σ' = 10-65 kPa,e = 5.5-3.86,k= 1.7 × 10^(-10)-5×10^(-11) m/s,F_c = 1-40 MN.New equations were developed to correlate the consolidation parameters(e,σ',k) with F_c.The deviation of k beyond 40 MN(e = 4.65) was due to deviation from the initial straight line portion of the settlement curve in the centrifuge test. 展开更多
关键词 Clay slurry Consolidation Conventional oedometer test Bench-top centrifuge
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The Effect and Benefit of Rice Chilo suppressalis Walker Chemical Control Test of Chlorantraniliprole etc.
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作者 Changjia PENG Pan DING +4 位作者 Tikun BAI Libin FENG Huaizhong YIN Wanqiu WANG Zhongyu FU 《Agricultural Science & Technology》 CAS 2015年第6期1227-1232,共6页
In this paper, the first generation and second generation of Chilo suppressalis Walker were conducted as the test objects to investigate control of a new pesticide(chlorantraniliprole) with preparation of chlorantrani... In this paper, the first generation and second generation of Chilo suppressalis Walker were conducted as the test objects to investigate control of a new pesticide(chlorantraniliprole) with preparation of chlorantraniliprole 20% SC,abamectin 1.8% EC and chlorpyrifos 40% EC to Chilo suppressalis Walker. The results showed that chlorantraniliprole 20% SC, abamectin 1.8% EC and chlorpyrifos40% EC had effective control to Chilo suppressalis Walker for its excellent control efficacy and long persistence period. Seedling protection efficacies were between84.2%-100%, 90.1% and 92.1%, and insecticidal efficacies were between 84.6%-100%,90.7% and 93.8% 36 days after application of chlorantraniliprole 20% SC in treatments with abamectin 1.8% EC and chlorpyrifos 40% EC for first generation Chilo suppressalis Walker control. The dead panicles were between 0.2%-1.4%, 0.8%and 0.7%, pest plant rate control in 0.4%-2.2%, 1.1% and 0.9%, and the rates of damaged rice plants were between 82.4%-97.6%, 90.2%-91.2% and 91.4%-92.8%,30 days after application of chlorantraniliprole 20% SC, abamectin 1.8% EC and chlorpyrifos 40% EC for the second generation Chilo suppressalis Walker control. It can effectively protect seedlings, protect spike, increase grain number and grain weight, which promoting the increase production income effect. The real estate increased by 9.7%-12.3%, 10.9% and 11.2% than water treatment(CK) with a very significant level, while the incomes were higher than 1 719.19-1 998.22, 1 956.52 and 2 057.83 yuan. 展开更多
关键词 Chilo suppressalis Walker CHLORANTRANILIPROLE AVERMECTIN CHLORPYRIFOS Control effect: Evaluation
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