2008年度海洋与极地科学领域项目受理与评审

12008年度面上项目受理和同行通讯评议情况1.1项目受理情况2008年地球科学四处共受理申请项目708项,其中包括面上项目440项、青年基金259项和地区基金9项,申请项数比2007年增加12.2%。面上项目比2007年增加27项,增长6.5%;青年基金增加45项,增长21%;地区基金与2007年度相比增加5     

“内陆河流域生态——水文集成研究”双清论坛在兰召开

由国家自然科学基金委员会主办,中国科学院寒区旱区环境与工程研究所承办的第27期“双清论坛”于2008年3月30～31日在兰州召开。本次论坛的主题是“内陆河流域生态——水文集成研究”。来自中国科学院寒区旱区环境与工程研究所、中国科学院新疆生态与地理研究所、中国科学院生态环境研究中心、中国科学院地理科学与资源研究所、中国农业大学、中国地质大学、武汉大学、北京师范大学等单位的80余位水文水资源、地理地质、环境科学等领域的专家、学者参加了大会。     

GIS支持下的煤层气目标区模糊综合评价模型

地理信息系统(GIS)以空间数据库技术为核心,将空间要素与统计数据有机地结合在一起,具有直观灵活、分析功能强大、制表制图方便等优点。根据中国煤层气(CBM)目标区的特点,建立了4种原则下用于不同情形的煤层气目标区评价模型:第1种模型为全面考虑各个因素原则,第2种模型为只考虑重点因素原则,第3种模型为着重考虑重点因素原则,第4种模型为既全面考虑又兼顾重点因素原则。根据这4种模型,在常用GIS软件MapGIS基础上进行了二次开发并实现模型,以华北聚气区煤层气为例进行综合评价,目标区评价结果与实际情况基本相符。     

低渗透储层水平井—直井联合布井极限注采井距研究

低渗透储层水平井—直井联合布井技术具有广泛的应用前景,其布井方式至关重要。首先利用劈分流场的方法直观地给出常规储层水平井—直井联合布井的产能评价方法;然后针对低渗透储层的渗流特点,在考虑启动压力梯度条件下建立新的井网渗流物理模型并求解得到产能评价公式;最后经分析计算给出启动压力梯度影响的面积井网极限注采井距关系曲线。研究结果为低渗透储层部署水平井—直井联合井网提供理论依据。     

Chebyshev逼近滤波器在位场分离中的应用

在对经典FIR数字滤波器的设计方法进行研究的基础上,提出了一种可以用于位场分离的基于Chebyshev最佳一致逼近原理的FIR滤波器的设计方法。在理论模型实验中,采用基于Hanning窗的低通滤波器计算出的区域异常最大误差为6.266×10^-6 m/s² ,均方差为2.115×10^-6 m/s² ,最大百分比误差为22.2%,而且计算点在±9 km以外的误差均大于10.1%。而利用最佳一致逼近原理分离出的区域场和局部场与理论异常值拟合得较好,曲线基本重合。分离出的区域异常最大误差为3.101×10^-6 m/s² ,均方差为0.989×10^-6 m/s² ,最大百分比误差仅在边部的几个数据上,为7.76%,其余各点的误差均小于4.1%。实例检验中将该方法用于孙吴—嘉荫剖面布格重力异常场的分离,分离出的区域场中局部场残留少,分离彻底,效果较为理想。     

井中激电地-井方式井旁球体正反演

以激发极化法中的地-井方式中的体极化球形体作为研究对象,采用解析法对地下半空间的电位场进行求解,利用提取出的井中二次场异常电位差进行反演,得出极化球体的球心离井的距离和球心的埋深。通过计算机进行正反演模拟,验证了进行正反演计算的解析式的正确性,并从物理意义上对正反演过程中出现的现象进行分析。最后给出该方法的适用条件以及注意事项。研究对激发极化法地下勘探目标的定量分析具有明确意义。     

The Role of Fracture Structure in Leachate Pollution at Landfills： A Case Study of a Landfill in Chongqing City

This paper studies a landfill where there are three faults running through.As serious pollution has occurred to the geological environment,the landfill is to be closed up and renovated.The paper aims to explore the role of fracture structure in leachate pollution at the landfill.The research was carried out in several stages.First,mathematical models of the pre-renovation landfill with three faults running through and the landfill after renovation were established.And then,the boundary conditions and parameters of the two mathematical models were determined.The groundwater level of the landfills was simulated in order to modify the two mathematical models.As a result,a feasible mathematical model was achieved.Based on this model,a comparison was made of the COD concentration variations in the inside leachate and outside leachate between the two landfills. Accordingly,the impacts of the fracture structure on the pollution of leachate at the landfills could be identified.The study results show that while faults contribute to the migration of leachate,they also serve as a confluence of leachate,thus further deteriorating the environment.The COD concentrations of the inside leachate and the outside leacbate of the pre-renovation landfill are respectively 800 mg/L and 220 mg/L higher than those of the post.renovation landfill.Therefore,measures must be taken to handle the leachate seepage in areas where there are faults as well as the neighboring areas so as to get the environmental pollution under control.     

The Role of Fracture Structure in Leachate Pollution at Landfills: A Case Study of a Landfill in Chongqing City

This paper studies a landfill where there are three faults running through. As serious pollution has occurred to the geological environment, the landfill is to be closed up and renovated. The paper aims to explore the role of fracture structure in leachate pollution at the landfill. The research was carried out in several stages. First, mathematical models of the pre-renovation landfill with three faults running through and the landfill after renovation were established. And then, the boundary conditions and parameters of the two mathematical models were determined. The groundwater level of the landfills was simulated in order to modify the two mathematical models. As a result, a feasible mathematical model was achieved. Based on this model, a comparison was made of the COD concentration variations in the inside leachate and outside leachate between the two landfills. Accordingly, the impacts of the fracture structure on the pollution of leachate at the landfills could be identified. The study results show that while faults contribute to the migration of ieachate, they also serve as a confluence of leachate, thus further deteriorating the environment. The COD concentrations of the inside leachate and the outside leachate of the pre-renovation landfill are respectively 800 mg/L and 220 mg/L higher than those of the post-renovation landfill. Therefore, measures must be taken to handle the ieachate seepage in areas where there are faults as well as the neighboring areas so as to get the environmental pollution under control.     

面积平衡法与川东大池干推覆带区域滑脱面预测

本文详细介绍了面积平衡法的原理与方法,并将该方法应用于川东大池干构造的解释。利用面积平衡法,本文预测出在该地区可能有三个较大的区域滑脱面,它们分别位于3.53km处的中三叠统(由石膏、盐岩和泥页岩组成),7.79km处的下寒武统(由页岩、石膏和岩盐层组成),以及8.67km处的下寒武统(由页岩、石膏和岩盐层组成)地层之中。根据以上滑脱面的分析结果,作者认为大池干构造可以解释为滑脱褶皱和断层转折褶皱两种成因模式。在滑脱褶皱模式中,主滑脱面为8.67km处的非能干层;在断层转折褶皱模式中,该地区被认为具有上下两个滑脱面,其上滑脱面为3.53km处的非能干层,而其下滑脱面为7.79km处的非能干层。两种模式所对应的面积深度直线都具有较好的相关性,表明两种构造解释都具有内部岩层一致性,剖面达到平衡,故具有相对的合理性。     

非均匀介质中地震波传播的数值模拟

地震波场数值模拟方法多种多样,各种方法都有各自的特点.这里推出一种全新地震波场模拟方法--基于Forsyte广义正交多项式的迭积微分算子法,该方法将计算数学中的Forsyte多项式,应用到地震波传播的数值模拟中,它同时具有广义正交多项式迭积微分算子的高精度和有限差分短算子算法的高速度.通过对算子长度的调节及算子系数的优化,可同时兼顾波场解的全局信息与局部信息.复杂非均匀介质模型数值模拟结果说明了该方法的可行性.将该方法的计算结果与傅氏变换伪谱法、错格高阶有限差分法相比较,结果说明,该方法在波场模拟方面具有较好的发展潜力,并具有自身独到的优越性.