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81.
利用德令哈地震台DD—l记录到的746个近震,对其测定的震级偏差进行统计计算,发现DD—l测定的震级偏小。经过分析,指出了产生偏差的原因,并给出了校正值C= 0.15。 相似文献
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84.
高原交通干线对土地利用和景观格局的影响——以兰州至格尔木段为例 总被引:12,自引:1,他引:12
运用景观生态学方法和Arc/Info软件,研究1995年至2000年兰州至格尔木铁路沿线的区域土地利用和景观格局变化,分析交通干线(公路和铁路)的影响程度与范围。主要结果如下:(1)东线土地利用和景观格局没有发生显著变化,西线土地利用和景观格局变化较大;(2)东线缓冲带土地利用程度综合指数没有显著变化,西线缓冲带土地利用程度综合指数明显升高。缓冲带综合土地利用动态度的变化反映了交通干线的轴向影响规律;兰州至西宁铁路对土地利用变化的显著影响范围是5km,青藏铁路对土地利用变化的显著影响范围是7km;(3)9个城市缓冲带的土地利用变化分析表明:城市扩展主要发生在1km缓冲带内。 相似文献
85.
ABSTRACT In situ measurements of lakebed sediment erodibility were made on three sites in Hamilton Harbour, Lake Ontario, using the benthic flume Sea Carousel. Three methods of estimating the surface erosion threshold (τc(0)) from a Carousel time series were evaluated: the first method fits measures of bed strength to eroded depth (the failure envelope) and evaluates threshold as the surface intercept; the second method regresses mean erosion rate (Em) with bed shear stress and solves for the floc erosion rate (Ef) to derive the threshold for Em = Ef = 1 × 10?5 kg m?2 s?1; the third method extrapolates a regression of suspended sediment concentration (S) and fluid transmitted bed shear stress (τ0) to ambient concentrations. The first field site was undisturbed (C) and acted as a control; the second (W) was disturbed through ploughing and water injection as part of lakebed treatment, whereas the third site (OIP) was disturbed and injected with an oxidant used for remediation of contaminated sediment. The main objectives of this study were: (1) to evaluate the three different methods of deriving erosion threshold; (2) to compare the physical behaviour of lacustrine sediments with their marine estuarine counterparts; and (3) to examine the effects of ploughing and chemical treatment of contaminated sediment on bed stability. Five deployments of Sea Carousel were carried out at the control site. Mean erosion thresholds for the three methods were: τc(0) = 0·5 (±0·06), 0·27 (±0·01) and 0·34 (±0·03) Pa respectively. Method 1 overpredicted bed strength as it was insensitive to effects in the surface 1–2 mm, and the fit of the failure envelope was also highly subjective. Method 2 exhibited a wide scatter in the data (low correlation coefficients), and definition of the baseline erosion rate (Ef) is largely arbitrary in the literature. Method 3 yielded stable (high correlation coefficients), reproducible and objective results and is thus recommended for evaluation of the erosion threshold. The results of this method correlated well with sediment bulk density and followed the same trend as marine counterparts from widely varying sites. Mass settling rates, expressed as a decay constant, k, of S(t), were strongly related to the maximum turbidity at the onset of settling (Smax) and were also in continuity with marine counterparts. Thus, it appears that differences in salinity had little effect on mass settling rates in the examples presented, and that biological activity dominated any effects normally attributable to changes in salinity. Bedload transport of eroded aggregates (2–4 mm in diameter) took place by rolling below a mean tangential flow velocity (Uy) of 0·32 ms?1 and by saltation at higher velocities. Mass transport as bedload was a maximum at Uy = 0·4 ms?1, although bedload never exceeded 1% of the suspended load. The proportion of material moving as bedload was greatest at the onset of erosion but decreased as flow competence increased. Given the low bulk density and strength of the lakebed sediment, the presence of a bedload component is notable. Bedload transport over eroding cohesive substrates should be greater in estuaries, where both sediment density and strength are usually higher. Significant differences between the ploughed and control sites were apparent in both the erosion rate and the friction coefficient (φ), and suggest that bed recovery after disruption is rapid (< 24 h). τc(0) increased linearly with time after ploughing and recovered to the control mean value within 3 days. The friction coefficient was reduced to zero by ploughing (diagnostic of fluidization), but increased linearly with time, regaining control values within 6 days. No long‐term reduction in bed strength due to remediation was apparent. 相似文献
86.
This study presents the evolution of agreements between the governments of Canadaand Québec on flood damage reduction. In Québec, the implementation of a regulation about building in floodplains came about in 1983–1984. Today, this regulation takes the form of a policy called ``Policy of shores, littoral and floodplain protection'. Municipalities must adopt rules that concur with the principles of this policy.The Chaudiére River basin was selected for analysis of urban developmentduring the period following the application of building rules in flood-risk areas.Despite the ban on building in the strong current zone (0–20 year return periodflood zone), many buildings, essentially residential, have been erected in thiszone. These new constructions generally account for a low percentage of thetotal property value in the 0–100 year flooding area, but are legal since theyare connected to a water and sewage network that existed prior to the officialfloodplain regulation.Flood damage along the Chaudiére River will tend to increase for two reasons.Firstly, while respecting the policy mentioned above, sites are still available infloodplains for future development. Secondly, no structural flood protection workshave been erected in view of the fact they are only marginally profitable from anbenefit-cost point of view. 相似文献
87.
利用华北17站1951~2000年的逐月降水资料,与前期的100 hPa高度场(1958~1997年)求相关,找到了100 hPa高度场影响华北地区汛期降水的关键影响区为25°~35°N,85°~105°E,对应的关键影响时段为前一年3~5月.然后用SVD方法证实了前一年春季正是与华北汛期降水相关最显著的时段;而所选关键区正是处于一种范围更大的100 hPa高度场空间分布型的关键部位,而华北地区是关键区影响中国东部降水的最显著的区域之一. 相似文献
88.
湖南省2001年夏秋季对流云降水潜力数值模拟结果 总被引:5,自引:0,他引:5
应用对流云数值模式模拟了2001年7~9月湖南省三个探空站0000和1200(世界时)462个对流云降水算例.模拟结果表明(1)其中53天的198个算例属于有利人工增雨的天气形势,133个算例的可播度大于零,54个算例的增雨率大于零;(2)7~9月天气形势有利于人工增雨日的算例,对流云平均含水量为575万吨,平均降水效率11.4%;(3)8月降水潜力大于7月,9月降水潜力最小.这表明即使大旱的2001年湖南省夏秋季对流云仍然有一定的增雨潜力. 相似文献
89.
江西省夏季干旱特征分析 总被引:3,自引:1,他引:3
根据1951~2000年江西省降雨量、降雨日数、降雨变率等资料,统计和分析江西省夏季干旱期间降雨量、降雨日数、降雨变率等变化与地理分布客观特征.文章还对江西干旱标准、干旱指数与伏、秋干旱时空分布客观特征等进行分析.分析结果为江西人工增雨抗旱作业提供依据. 相似文献
90.
利用1965~2000年华北5省市及相邻省73个地面观测站逐月平均降水场及北半球500 hPa高度场、北太平洋海温场资料, 采用奇异值分解 (SVD)、奇异交叉谱 (SCSA) 分析方法, 将华北夏季降水场分别与1月北半球500 hPa高度场、冬季北太平洋海温场进行了诊断分析, 得出奇异向量分布型及相互作用的耦合周期信号。在对前4对奇异向量的分析中发现, 华北夏季降水全区域为正距平时与1月北半球500 hPa高度场PNA遥相关型关系非常密切。ENSO对华北夏季降水的影响确实存在, 但华北夏季降水全区域为正距平时与冬季北太平洋ENSO关系并不明显。同时还找出了华北降水与北半球500 hPa高度、北太平洋海温场相互作用的关键区。在华北各型降水与高度场、海温场关键区相互作用的耦合周期中, 前者以准2~7年振荡为主; 后者则周期较长, 最短周期仍为准2年振荡, 最长周期为准10~11年振荡。以上结论为进一步研究华北夏季降水短期气候预测方法, 提供了参考依据。 相似文献