热欧地区残留可容纳空间分布及储集砂体预测

辽河盆地热欧地区勘探程度低,取心资料少,砂体与油气分布具有较强的隐蔽性。针对这一问题,首次将层序地层学的原理和方法应用于该区储集砂体分布规律的预测。对地层的重新划分与对比发现,研究区沙三段内部存在着明显的不整合界面SB₂。该不整合面的形成期正是河道砂储集体沿层序SQ₂-TST沉积初期残留可容纳空间的充填期,因此循着层序界面SB₂寻找沉积古地貌低洼区是预测砂岩储集体的关键。对比发现,受断裂与火山岩堆集体的联合控制,古地貌低洼区沿沟谷及火山岩体侧翼的断槽一带展布,钻井证实该带是层序SQ₂-TST河道砂体的主要充填区。对这些砂体的成功预测有效地指导了该地区油气勘探。     

桩89井区沙二段沉积微相与油气关系

通过岩石相分析，综合电性特征及砂体的空间分布，对桩西油田桩89井区沙二段沉积微相特征及其空间展布进行了分析，查明了沉积微相类型与含油性的关系。认为桩89井区沙二段地层为一套湖泊沉积体系，包括滨湖砂坝、湖坪、生物滩、浅湖砂坝、浅湖泥等微相，其中滨湖砂坝与生物滩微相的储集层含油性最好。     

结构-波浪-海床耦合系统中大圆筒结构的波压力响应

以沉入式大圆筒结构为对象，通过设计随机波浪水槽实验，测取了在单筒和连续筒两种结构型式、两种沉入深度和两种波谱输入下结构表面的动波压力分布。波面高度以及波压力历程均在领域进行分析。通过计算结构表面沿高程和沿环向的波压力谱及波压力传递函数，将单筒实测结果与基于线性绕射理论的解析解进行了比较，同时也详细对比了两种结构型式下的实测结果。文中汇报了在研究中获得的新发现及进行的相应分析，特别是在结构——波浪——海床动力相互作用下对波压力响应机理以及针对连续筒的研究，可为工程应用提供有价值的参考。     

海底天然气渗漏地震探测方法的研究进展

海底天然气渗漏可以指示沉积层中的烃类聚集带，渗漏出的大量气体（主要是甲烷）还可能影响全球的气候变化。此外，与海底渗漏相关的浅层气改变了海底沉积物的土工性质，可能对海底工程构成威胁。因此对海底天然气渗漏进行研究意义重大。在海底渗漏探测方面，地震是一种有效的方法，它不仅能反映深部构造，为海底渗漏提供气体来源和运移通道信息；而且还可以直接用来寻找渗漏相关特征，为海底观测和取样提供依据。在地震剖面上，与海底天然气渗漏相关的浅层气表现为声混浊、声空白、亮点、多次波、速度下拉、气烟囱等特征，泥火山、泥底辟表现为隆起的地震透明带，而麻坑则表现为“V”字形截面和半透明状地震混浊。     

高含沙量岛屿海域工程建设的潮动力沉积影响研究

以高含沙量岛屿海域洋山海区为例,采用平面二维有限元数学模型模拟了该区域的流场。计算了修筑防波堤后海域底床的泥沙冲淤变化。结果表明,影响仅限于工程附近。     

基于湿润锋前进法的不同应力状态砂质黄土土柱渗流试验

由于试验装置的局限性,非饱和土渗透特性的研究大多未考虑应力对渗透系数的影响。为探讨水-力耦合作用下砂质黄土的渗透特性,自主研制了一套水-力耦合试验装置。采用湿润锋前进法探究了不同初始干密度和轴向力对非饱和渗透系数的影响,得到水-力耦合作用下非饱和黄土渗透性和轴向位移的演化规律。结果表明:(1)砂质黄土的渗透系数随基质吸力的增大而减小,在不同测试截面处渗透函数曲线出现分层现象;(2)土体的渗透系数随初始干密度和轴向力增大而减小;(3)随轴向力增大,不同初始干密度土柱的稳定渗透系数趋向一致;(4)砂质黄土具有较大的水敏性,在水-力耦合作用下土体结构破坏,导致湿化前后轴向位移差异较大。     

Effects of urea fertigation of apple trees on soil pH,exchangeable cations and extractable manganese in a sandy loam soil in New Zealand

Changes in soil pH, exchangeable aluminium (Al), calcium (Ca), magnesium (Mg), and potassium (K) and extractable manganese (Mn) were investigated after urea fertigation of a sandy loam soil in an apple orchard in New Zealand. Urea at three rates (0, 25, 50 kg N ha^–1 yr^–1 or 0, 16.9, 33.8 g N emitter^–1 yr^–1) was applied in 4 equal fertigations. Soil cores at 4 profile depths (0–10, 10–20, 20–40 and 40–60 cm) directly below and 20 cm from the emitter were sampled approximately 4 weeks after each fertigation and in the following winter. Results obtained showed that the largest changes in soil pH and cations occurred in soils directly below the emitter in the 50 kg N ha^–1 yr^–1 treatment where the soil pH decreased by 1.6 pH units at all soil depths. The lowest pH of 4.3 was observed at a depth of 27 cm. Exchangeable Al and extractable Mn levels increased to 11 meq kg^–1 and 78µg g^–1 respectively. Estimated losses of Ca, Mg and K from the upper soil profile depth (0–10 cm) represented 23, 63 and 27% of their respective total exchangeable levels. At lower profile depths (>20 cm), accumulation of displaced K was evident. Variable, and generally non-significant, chemical changes recorded in soils 20 cm from the emitter were attributed to restricted lateral water movement, and therefore urea movement, down the profile.The present study showed that one season of urea fertigation by trickle emitters, applied to a sandy loam, at half the rate conventionally applied to apple orchards (50 kg N ha^–1 yr^–1) resulted in pH and mineral element imbalances which were potentially and sufficiently severe to inhibit tree growth.     

Bauxite residue (red mud) increases phosphorus retention in sandy soil catchments in Western Australia

The Peel-Harvey estuary on the Swan Coastal Plain, Western Australia has become eutrophic partly because of the leaching of fertiliser phosphorus from sandy soils. The acid, coarse textured sandy soils are predominantly quartz, have a low iron and aluminium content and do not retain phosphorus. Red mud, derived from bauxite, is a by-product of the alumina industry and has the ability to retain phosphorus. Retention of phosphorus is enhanced when the red mud is neutralised with gypsum. Red mud has been suggested as a soil amendment to reduce phosphorus leaching.To investigate the reduction in the leaching of phosphorus from soils amended with red mud, weirs were constructed at the outlets from a pair of catchments to quantify the amount of phosphorus in the streamflow. Both catchments were deep grey Bassendean sand. One of the catchments was treated with 80 t/ha of red mud which had been neutralised with waste gypsum from the phosphate industry. The red mud was applied to the soil surface using conventional fertiliser spreading equipment. The other catchment was untreated.The red mud reduced phosphorus loss by 70% from 13.8 kg/ha on the untreated catchment, to 4.2 kg/ha on the treated catchment. Both catchments were treated with 20.4 kg/ha of phosphorus as superphosphate. The catchment treated with red mud also received a further 41.5 kg/ha of phosphorus from the phosphogypsum that was used to neutralise the red mud.Our results show that red mud reduces phosphorus leaching and is potentially a nutrient management option in sandy soils. Red mud has the potential to reduce the impact of agriculture on the estuarine environment and has implications for the continued expansion and intensification of agriculture in the Peel-Harvey catchment.     

基于改进一次二阶矩法的砂土液化判别方法

通过对改进一次二阶矩可靠性分析方法进行研究,提出了一种基于标准贯入击数极限状态方程的地震液化可靠度评估方法,并用Matlab 7．0编制了相应的地震液化概率判别程序。用该可靠性分析方法对1976年河北唐山大地震的资料进行了液化概率分析,并与实测值和规范判别法计算结果进行了对比。结果表明：该方法具有可行性和精确性,为砂土液化势评估提供了一种有效的新方法。     

海底管线防冲刷技术试验研究

海底冲刷现象严重威胁着海底管线的安全运营.该文从海底管线冲刷机理入手,根据海底管线防冲刷技术的基本原理,提出了仿生防护措施--"人工草"固定法,并结合现有工程项目进行了试验研究,结果表明该方法可以有效地解决海底冲刷造成的管道悬空问题,为海底管线工程的设计、施工和维护提供了指导性的参考.