库水位等速上升作用下岸坡地下水浸润线的计算

大量研究表明,地下水对边坡稳定性起着决定性作用。在边坡稳定性计算地下水位时,浸润线位置的确定尤为重要。本文从一维非稳定渗流运动的基本微分方程出发,建立库水位上升作用下坡体内浸润线计算模型,通过拉普拉斯变换,推导出浸润线的计算方程。利用抛物线模型推导出平均含水层厚度的计算公式。     

用油水相对渗透率确定镇泾油田长6储层的产液情况

油水相对渗透率可以精确刻划出油、水二相流体在孔喉中的流动情况,通过阿尔奇方程准确求取储层的含水饱和度,建立适合镇泾油田的束缚水饱和度计算模型,并运用"岩心刻度测井"的方法,通过回归法,用实测油、水相对渗透率曲线求取琼斯方程中的区域参数,最终建立适合本区的油水相对渗透率经验公式。结果表明,用测井数据可以进行油、水相对渗透率的计算,并且完全满足评价储集层的产液情况。由此建立的油水相对渗透率解释模型,可以进行镇泾油田长6储层的油、水层的划分,并对油、水分异不彻底的储层进行测井评价,有着重要的参考价值。     

中国部分煤储层解吸特性及甲烷采收率

根据常压下的解吸实验和煤层气参数井实测数据分析,我国煤的解吸特笥变化较大,解吸率主要受煤层埋深及煤级的影响。最侍解吸深度一般在４００～６００ｍ之间,镜质体反射率小于３％时,随煤级的升高而增大;大于３％时,则相反。我国煤储层的吸附时间长短琚煤级没有特定关系,但在某些地区工层的含气量高低有关,甲烷含量低则吸附时间长,尤其是小于８ｍ＾３／ｔ时急剧增长。从现有资料看,我国煤储层的吸附时间一般不超达９ｄ。煤     

考虑基质吸力变化时非饱和土的一维本构模型

当地下水位上升或地面遇水浸润时,土的饱和度将因毛细作用而变化,以此使土体产生变形。其中由于含水量增加而使土的重度增大,从而引起压缩变形;同时含水量的增加而使基质吸力下降,从而引起土的回弹变形,因此最终变形取决于上述两种变形趋势的综合效应。根据广义Hook定律、Fredlund的双应力状态变量及Brooks和Corey关于基质吸力与饱和度之间的经验关系,建立了K0状态下非饱和土的一维本构模型。将这一模型与分层总和法相结合,可以计算基质吸力变化时土的竖向变形。通过研究发现,非饱和土的地面变形不仅取决于土的性质与土层的厚度,而且依赖于土中吸力变化前后的分布及应力状态等因素。所建议的一维本构模型可以用于非饱和土地基上基础的沉降估算。     

非饱和冻土的强度分析

冻土的强度是由土颗粒与冰的结合强度所决定,冰含量(或初始含水量)和干容重是非饱和冻土强度的主要影响因素.干容重越大,土骨架能够承受荷载的有效面积越大,冻土的强度也越大.同样干容重下的非饱和冻土,冰含量越多,冰与土颗粒的结合面积越大,承受的荷载能力增强,冻土的强度越大.为此,提出冰饱和度的概念,建立了非饱和冻土强度与饱和冻土强度关系,它涵盖了干容重和冰含量的影响作用,揭示了非饱和冻土强度的机理.通过试验验证,该关系式与试验结果具良好吻合.     

膨胀土的强度特性研究

研究了膨胀土的强度指标c,?与含水量?、干密度 及饱和度sr的关系,以及强度与膨胀压力p之间的关系,结果表明：c,tan?和 ,sr,?的关系与膨胀压力p和 ,sr,?的关系相似;任何状态的膨胀土的强度,皆可表示为饱和状态的强度和吸力引起的,并可用不同状态土的膨胀压力表示的附加强度两部份。     

Simulating saturation‐excess surface run‐off in a semi‐distributed hydrological model

The level of complexity, and the number of parameters, to include in a hydrological model is a relatively contentious issue in hydrological modelling. However, it can be argued that explicitly representing important run‐off generation processes can improve the practical value of a model's outputs. This paper explores the benefits of including a new function into an existing semi‐distributed hydrological model (the Pitman model) that is widely used in the sub‐Saharan Africa region. The new function was designed to represent saturation‐excess surface run‐off processes at subcatchment scales and was motivated by the evidence of dambo (low topography riparian areas) type features in many sub‐Saharan river basins. The results for uncertainty versions of the model, with and without the new function, were compared for 25 catchments, which were divided up into those where evidence of dambos exists and those where there is no such evidence. The results suggest that the new function certainly improves the model results for the catchments where dambos exist, but not in situations where saturation‐excess surface run‐off is not expected to occur. The overall conclusion is therefore that the addition of the new function is justified.     

An Environmental Threshold of Soil Test P and Degree of P Saturation of Brazilian Oxisols

To develop P management guidelines for poultry litter application in Oxisols of Brazil, the relationship between water soluble P (WSP), soil test P (STP), and degree of P saturation (DPS) needs to be established. The study examined this relationship in Oxisols of Brazil receiving poultry litter. Soils were analyzed for Mehlich‐1 P (M1‐P), WSP, P fractions, P sorption index (PSI), and P saturation based on Mehlich‐1 extractable P, Al, Fe (DPS_M1), and PSI (DPS_PSI). Surface water bodies in the catchment area were examined for inorganic and total P. All the surface water bodies in the catchment area of the sampled plots were highly enriched in inorganic and organic P. Enrichment of soil P fractions following poultry litter application followed the order HCl‐bound > NaOH‐bound > NaHCO₃‐bound fraction. M1‐P was correlated to labile (NaHCO₃‐P_i), and stable P pools (NaOH‐P and HCl‐P) and reflected the cumulative P accumulation in these soils. P saturation indices increased with cumulative P addition and increasing M1‐P. WSP increased with increasing DPS and a change point was noticed at 23% DPS_PSI (equivalent to DPS_M1 of 16.5%) corresponding to M1‐P of 44.5 mg P kg^?1, which could be regarded as threshold for P loss in these soils.     

BP 模型在南海神狐海域天然气水合物储量参数预测中的应用

在用测井数据预测储量参数方法的基础上,采用BP 神经网络法预测天然气水合物储量参数( 孔隙度、饱和度) 。选取一口有实测值的井,将其测井数据作为样本数据,建立网络模型,由其他井的测井数据输入此模型得到储量参数预测结果。经过实践检验此模型得出的结果比经验公式法更精确。     

塔里木盆地奥陶系礁灰岩CO2毛细残余封存能力实验研究

实施CO2地质封存是目前公认的减少温室气体排放的有效方法。在可能进行封存的场所中,咸水含水层封存潜力最大,机理也最为复杂。其中毛细残余封存机理在封存量和封存安全性方面均具有十分重要的意义。在评价毛细残余封存量时,残余气饱和度是一个十分重要的参数。文中提出了测定残余气饱和度的实验方法,并实际应用于中国塔里木盆地奥陶系礁灰...