沼泽湿地垦殖对土壤碳动态的影响   总被引：20，自引：7，他引：13  

张金波  宋长春  杨文燕 《地理科学》2006,26(3):340-344

在中国科学院三江平原湿地生态试验站选取相邻的、土壤类型相同的小叶章沼泽化草甸以及不同开垦殖年限的已垦湿地农田,综合运用多种微生物指标,全面地评价沼泽湿地垦殖后土壤有机碳的动态。结果表明,沼泽湿地垦殖初期(1~3年),土壤微生物量碳(MBC)、微生物商以及基础呼吸(BR)都迅速降低,而代谢商(qCO₂)、PR/BR和PR/MBC比值却不断升高。表明湿地垦殖后,有机碳的可利用性下降,微生物对碳源的利用效率降低,造成土壤有机碳的大量损失。各种微生物指标之间有密切的相关关系,综合这些微生物指标能够全面地、准确地评价沼泽湿地垦殖后土壤有机碳的动态。  相似文献   

关于水资源总量计算的探讨     

段乔文  李林涛  俞富有  何继永 《地质灾害与环境保护》2006,17(3):14-16

一个地区的水资源量,相对来说无论是地表水资源还是地下水资源均处于相对动态平衡之中。天然状态下,水资源总量等于地表水径流量与地下水天然排泄量之和,再减去地下水枯月天然排泄量(即地下水恒转化为河川基流量的部分)。  相似文献   

Frost susceptibility of soils——A confusing concept that can misguide geotechnical design in cold regions     

DaiChao Sheng 《寒旱区科学》2021,13(2):87-94

Frost susceptibility is a concept widely used in cold region geotechnical design, to quantify the capacity of a soil in generating frost heave and frost damage. The laboratory test used to verify frost susceptibility of a soil is based on the measurement of frost heave generated in the soil under specific conditions. In reality this concept is, however, more related to the soil's potential to thaw weakening than to frost heave. Recent experimental studies show that frost non-susceptible soils like clean sand and clean gavel can also generate much ice segregation and frost heave if the conditions are favourable, hence challenging the usefulness and suitability of soil classification based on frost susceptibility. It is further shown that the concept is not suitable for design scenarios where frost heave itself is a serious hazard, such as in high-speed rail embankments.  相似文献   

新疆东部地区大地构造问题探讨   总被引：5，自引：0，他引：5  

张德润 《新疆地质》1990,(2)

根据最新的航磁资料,主要探讨了新疆东部基底性质及岩相分区,指出在天山地区除普通存在古生界浅变质基底外,于吐鲁番—哈密盆地中南部深层还存在强磁性基底.库鲁克塔格地区由于元古界多为弱磁性或无磁性岩石,因而显示负磁场面貌,该区与南天山、塔里木盆地北部为区域负背景异常,推测它们为同一深部因素控制的构造区.磁场资料可清楚地圈定出塔里木地台东部边界.文中还对原中天山隆起带出现的升高变化异常提出了解释依据.  相似文献   

白坪井田太原组上段底部砂岩沉积环境分析及其意义     

刘庆献 《中国煤炭地质》2008,20(1):1-2,36

白坪井田太原组上段主要由三层灰岩（L7、L8、L9）、泥岩和薄煤层组成,L7灰岩位于该段底部,是一7煤层顶板。根据井田西部钻孔资料,相当于L7灰岩层位,往往相变为砂岩。该砂岩以中、粗粒砂岩为主,向上渐变为细砂岩,正粒序特征明显,具板状交错层理和波状层理,底部多为粗砂岩,见冲刷面,其厚度与L7灰岩厚度相当,剖面上砂体呈连续的透镜状,与两侧的L7灰岩呈突变接触关系,砂岩体平面上呈条带状分布,与地层走向垂直,综合分析认为该砂体属潮道沉积相,是在潮坪上潮汐通道部位形成的砂质沉积属潮道沉积相。对该砂体分布的圈定,意味着一7煤在此范围的缺失,这一结论有助于解决太原组煤岩层的对比问题。  相似文献   

Frost-heave properties of saturated compacted silty clay under one-side freezing condition     

HongYan M  Feng Zhang  DeCheng Feng  KangWei Tang 《寒旱区科学》2017,9(3):273-279

In seasonally frozen regions, the frost-heave properties of soil play a significant role in its upper-structure performance and durability. To investigate the frost-heave behaviors of saturated, compacted silty clay soil widely used as subgrade material, a series of one-side freezing tests was carried out; and the freezing depth and frozen front effected by the compactness, temperature, overburden pressure, and water-supply condition were analyzed and discussed. The results show that the moving speed of the frozen front and growth rate of the frozen depth are positively correlated. The frost heave is maximum in the frost-heave stability condition. The frost ratio of saturated soil is proportional to the water supply and cooling temperature under a one-side freezing condition. The frost ratio of saturated soil is inversely proportional to the initial compactness of the soil specimen and the overburden pressure.  相似文献   

围压对冻结粉土动力特性的影响   总被引：1，自引：4，他引：1  

沈忠言  张家懿 《冰川冻土》1997,19(3):245-251

通过恒应速率控制下等应变幅三轴动强度，对不同围压下的冻结粉土的应力－应变关系，动强度、破坏时间和破坏振次以及退荷回弹动弹模的讨论，认为围压效应有增强效应（提高动强度）和减强效应（降低动强度）两部分合成。在低围压时，围压效应中增强效应占主导、动强度随围压增加而提高；围压达到一定值之后，减强效应起主导作用，动强度随围压增加而下降，导致这一特点的主要机理是，围压作用下冰点下降引起冻土的未冻水含量增大和基  相似文献   

面部和颅底骨折的CT分析     

许家亮  李恒国 《CT理论与应用研究》1997,6(2):15-17

为了提高对面部和颅底骨折的认为。本组７４例，男性６３例，女性１１例，年龄２－７１岁，车祸外伤６４例，拳击伤５例，铁棍击伤２例，从高处跌下３例，全部病例均采用轴位ＣＴ平扫。眶内壁骨折２０例，其中爆裂骨的１１例，直接骨折８例，１列同时受直接和间接外力作用；眶下壁骨折１例，为爆裂骨折；眶外后壁骨折１例，眶顶壁骨折９例，均为直接骨折；其他骨折３３例；蝶窦内液平为颅底骨折的重要间接征象。ＣＴ检查可确定骨折类  相似文献   

人工冻结竖井中底鼓问题的弹塑性计算     

马巍  吴紫汪 《冰川冻土》1991,13(3):237-246

  相似文献   

Added mass and damping of a sphere section in heave     

D.V. Evans  P. McIver 《Applied Ocean Research》1984,6(1):45-53

The Norwegian wave-power buoy¹ consists of a half-immersed floating sphere which is open to the sea at the bottom end. It is a two degree-of-freedom device involving the independent motion of the outer rigid sphere and the pressure across the internal free surface. A simpler model of the device is to represent the oscillatory flow through the bottom opening as another rigid body motion being that of the curved surface which would complete the sphere.The wave-induced forces on this surface and also the outer spherical surface due to independent oscillations of either are determined semi-analytically using a simple extension of the method of Havelock,² recently simplified and generalised by Hulme,³ for the complete half-immersed sphere. In particular the 2 × 2 added mass and damping matrices are determined as a function of frequency and relative size of bottom opening to sphere radius. These quantities are essential in any theoretical analysis of a multi-degree of freedom wave-energy device.  相似文献