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941.
942.
建设项目竣工环境保护验收监测应注意的问题 总被引:1,自引:0,他引:1
针对建设项目竣工环境保护验收监测中存在的问题,阐述了工况控制、总量监测、环境相容性等环节的技术要求和注意事项,并就与之相关的公众参与、监测人员的素质等问题展开了讨论。 相似文献
943.
The impact of the 2004 tsunami on coastal Thai communities: assessing adaptive capacity 总被引:1,自引:0,他引:1
Paton D Gregg CE Houghton BF Lachman R Lachman J Johnston DM Wongbusarakum S 《Disasters》2008,32(1):106-119
The suddenness and scale of the 26 December 2004 tsunami and the challenges posed to affected communities highlighted the benefits of their members having a capacity to confront and adapt to the consequences of such a disaster. Research into adaptive capacity or resilience has been conducted almost exclusively with Western populations. This paper describes an exploratory study of the potential of a measure of collective efficacy developed for Western populations to predict the capacity of members of a collective society, Thai citizens affected by the 2004 tsunami, to confront effectively the recovery demands associated with this disaster. Following a demonstration that this measure could predict adaptive capacity, the role of religious affiliation, ethnicity and place of residence in sustaining collective efficacy is discussed. The implications of the findings for future research on, and intervention to develop, adaptive capacity among Thai citizens in particular and collectivist societies in general are discussed. 相似文献
944.
西藏冰湖溃决主要特征 总被引:7,自引:1,他引:6
西藏是我国冰湖分布最多的地区。冰湖常发生溃决,其中最典型是终碛冰湖的溃决。冰湖溃决所导致的泥石流,具有突发性强、频率低、洪峰高、流量大、流量过程暴涨暴落和破坏力强及灾害波及范围广等特点。从20世纪30年代中期至今,已查明西藏15个冰川终碛湖至少发生过18次溃决。通过对这些溃决事件的分析,探讨了终碛湖溃决的时空分布特征,发现该事件的发生与气候变化,特别是与气候异常年份有显著的对应关系。结合近年冰湖分布和变化资料,讨论了未来的发展趋势。具体分析了溃决洪水过程和冰湖溃决洪水泥石流演变过程。 相似文献
945.
946.
基于岩体开挖卸荷过程中力学参数变化理论的分析研究,建立卸荷岩体有限元分析模型,运用ADINA有限元分析软件对岩体进行一维卸荷数值仿真研究。根据有限元数值分析计算成果得到岩体力学参数与主卸荷方向累计开挖卸荷量间的变化关系曲线。结果表明:岩体开挖卸荷过程中,岩体力学参数变形模量、泊松比、粘聚力和内摩擦角等呈现出随开挖卸荷量的变化而发生变化的特征,随卸荷量的增大有减小的趋势,但它们不是从初始值一直减小到零,而是随卸荷量的增大减小到一定的量值后,岩体的裂隙张开、结构面的扩展到一定的程度,岩体的力学参数保持一定的量级不再减小。 相似文献
947.
水动力条件下蓝藻水华生消的模拟实验研究与探讨 总被引:2,自引:0,他引:2
蓝藻水华是当今世界共同面临的重大水污染问题之一。通过室内模拟实验,在温度、光照、初始pH值和营养盐等基本条件相同的前提下模拟水流流速分别为10cm/s、20cm/s、30cm/s、40cm/s时铜绿微囊藻(Microcystis aeruginosa)水华的产生与消亡过程,在10~40cm/s流速区间里藻类生长周期随流速增大而变长,藻类最大现存量在40cm/s流速下最大,在10cm/s流速下最小,流速为30cm/s时藻类比增率最大,较适合藻类生存,在整个水华暴发过程中水体氮磷营养浓度呈下降趋势,水体的pH、DO和Ec变化不大。 相似文献
948.
北京城市灾害及新世纪安全战略 总被引:4,自引:0,他引:4
在归纳分析北京城市灾害源的基础上 ,研究了北京城市综合减灾战略规划的指导思想、基本原则及技术路线。重点论述了城市科学减灾的研究模式及方法 相似文献
949.
David Moncoulon Anne Probst Liisa Martinson 《Water, Air, & Soil Pollution: Focus》2007,7(1-3):307-316
To evaluate the acid deposition reduction negotiated for 2010 within the UNECE LRTAP Gothenburg Protocol, sulphur and nitrogen
deposition time-series (1880–2100) were compared to critical loads of acidity on five French ecosystems: Massif Central basalt
(site 1) and granite (2); Paris Bassin tertiary sands (3); Vosges mountains sandstone (4) and Landes eolian sands (5). The
SAFE model was used to estimate the response of soil solution pH and ratio to the deposition scenario. Among the five sites, critical loads were exceeded in the past at sites 3, 4 and 5. Sites
3 and 4 were still expected to exceed in 2010, the Protocol year. Further reduction of atmospheric deposition, mainly nitrogen,
would be needed to achieve recovery on these ecosystems. At sites 3, 4 and 5, the delay between the critical load exceedance
and the violation of the critical chemical criterion was estimated to be 10 to 30 years in the top soil and 50 to 90 years
in the deeper soil. At site 5, a recovery was expected in the top soil in 2010 with a time lag of 10 years. Unexpectedly,
soil pH continued to decrease after 1980 in the deeper soil at sites 2 and 5. This time lag indicated that acidification moved
down the soil profile as a consequence of slow base cation depletion by ion exchange. This delayed response of the soil solution
was the result of the combination of weathering rates and vegetation uptake but also of the relative ratio between base cation
deposition and acid compounds. 相似文献
950.
Pedrosa P 《Environmental monitoring and assessment》2007,129(1-3):137-150
This study investigates the inherent optical properties (IOP) of a Brazilian river during a non-natural, anthropogenically
mediated, toxic spill of a wood-pulping factory (the ‘Cataguazes accident’). The results indicated an outstanding transformation
in the river water chromophoric dissolved organic matter (CDOM) pools. For instance, increases in CDOM absorption coefficients,
a
CDOM
(λ), which were averaged at specific spectral intervals, , ranged from 58-fold at the UV-B and UV-A ranges to 95-fold at the PAR range. As a result, the water color expressed as CDOM
absorption at 440 nm, a
CDOM
(440), varied from 4.16 to 365.03 m-1. For S-coefficient, the variations ranged from ∼1.1 to 5.6-fold, respectively, at the 300–650 nm and UV-B range. The variability
of S as a proxy of dissolved chromophores was thus clearly influenced by the spectral range used. Optical proportions were also
investigated through the use of and S ratios at the UV-B, UV-A, and PAR ranges and, in the case of , also at the NIR range. This approach also showed clear variations between the water samples, likely reflecting changes in
the composition of optically active substances in the river system. As a whole, the findings obtained here indicated that
both the quantity and quality of the chromophoric material dissolved in the river water were greatly altered by the toxic
spill. The changes in the optical properties of the river water, although extreme and likely with no parallel in the literature,
were quite rapid as indicated by the optical resilience of the system. Overall, this study indicates that IOP might be thought,
and possibly used, as a metric tool for monitoring the state of waters and aquatic ecosystems. 相似文献