青藏高原全新世植被的时空分布   总被引：11，自引：2，他引：11  

唐领余  李春海 《冰川冻土》2001,23(4):367-374

根据青藏高原 30个点湖泊的孢粉记录综合研究显示 :在进入全新世之前 (12kaBP以前 )除最东南部外 ,高原从东到西均发育为荒漠草原植被 .全新世早期 (12～ 9.0kaBP)高原东南部 (10 4°～ 98°E)为落叶阔叶林 /针阔叶混交林 ,季风已进入本区 ,气温比前期上升 2～ 4°C ,降水波动于 35 0～ 5 5 0mm之间 .中部 (98°～ 92°E)为草甸或灌丛草甸 ,再向西至 80°E左右为草原植被 ,气候寒冷干燥 ,平均气温比现在低 4.5～ 5 .5℃ .最西部 10 .5～ 9.9kaBP出现相当于欧洲新仙女木气候倒转事件 .全新世中期 (9.0～ 3.2kaBP)高原由东向西古植被依次发育为针阔混交林或硬叶阔叶林 (10 4°～ 98°E)→针阔混交林 (98°～ 80°E)→灌丛草甸→草原 (92°～ 80°E) .中期气候比早晚期温暖湿润 ,东南部 1月份气温高于现在 3℃ ,年降水量比现今多 2 5 0mm以上 .中西部气候温暖湿润 ,出现高湖面期 ,年均温高出现在 5℃以上 ;全新世晚期 (3.2kaBP以后 )由东向西古植被依次为硬叶阔叶林→针阔混交林→草甸→草原→荒漠 ,气温降水呈非线性下降 ,越向西下降幅度越大 .东南部 1月份气温比中期下降 4～ 4.5℃ ,年降水少 35 0mm ,东北部最冷月气温比中期下降 8℃左右 .中西部严重干旱 ,湖面降低 ,湖水变咸  相似文献   

99洪水和对进一步治理太湖的探讨   总被引：4，自引：0，他引：4       下载免费PDF全文

王同生 《水科学进展》2001,12(1):87-94

1999年太湖流域发生了特大洪水,太湖最高洪水位达5.08m,创历史新高.文中分析了1999年洪水的雨情、水情及其特点.阐述了已建治理太湖工程的防洪作用和减灾效益,并对太湖流域的进一步治理作了探讨.  相似文献   

峨眉山玄武岩的岩相与岩体结构   总被引：16，自引：0，他引：16  

沈军辉  王兰生  徐林生  李天斌 《水文地质工程地质》2001,28(6):1-4

峨眉山玄武岩是西南地区水电工程的主要建基岩体，其岩体结构明显受其建造的控制，不同地区，不同岩相的玄武岩，由于岩石组合及原生结构特征等的差异，而具有不同的岩体结构特征。本文结合拟建金沙江溪洛渡水电工程，雅砻江官地水电工程等实例，从岩相角度分析了玄武岩岩相及原生结构及原生结构对其岩体结构的控制作用。  相似文献   

沮漳河现代沉积研究   总被引：1，自引：0，他引：1  

张春生  周海彬  李力  施冬  刘忠保  侯国伟 《矿物岩石地球化学通报》2001,20(3):176-182

通过对沮漳河 1994～ 1998年洪水期与枯水期沉积的连续观察研究 ,指出了洪水期与枯水期沉积物搬运的不同机制和过程 ,识别出了 16种岩石相及 6种组合类型 ,每种组合的水动力条件及沉积过程决定了其沉积方式、沉积序列、产出位置和微环境特点。据此 ,将沮漳河可划分为 4个沉积微相单元 :河道内砾石及砂坝 ,典型凸岸点坝 ,决口扇与广布的河漫滩。提出了曲流河两个相邻弯顶之间存在凹岸滩坝的可能性 ,探讨了曲流河“二元结构”的形成过程和加积机理  相似文献   

新疆和硕县南山金矿地质地球化学特征及找矿标志     

韩春明  刘宪斌 《物探与化探》2001,25(6):453-456

从新疆和硕县南山金矿床地质特征和地球化学特征的入手,分析其独特的控矿地质因素,提出了矿床的地质、地球化学找矿标志。  相似文献   

Analysis on Depth Distribution and Precursor Mechanism of Small and Moderate Earthquakes     

Wang Jian 《中国地震研究》2001,15(4):406-411

ＩＮＴＲＯＤＵＣＴＩＯＮＲｅｓｅａｒｃｈｏｎｅａｒｔｈｑｕａｋｅｆｏｃｕｓｄｅｐｔｈｄｉｓｔｒｉｂｕｔｉｏｎａｎｄｉｔｓｐｈｙｓｉｃａｌｂａｃｋｇｒｏｕｎｄｉｓｏｎｅｏｆｍｏｓｔａｔ ｔｅｎｔｉｖｅｐｒｏｂｌｅｍｓ.Ｐｒｏｆ.ＦｕＺｈｅｎｇｘｉａｎｇ (1 996)ｒｅｓｅａｒｃｈｅｄｔｈｅｒｅｌａｔｉｏｎｓｂｅｔｗｅｅｎｆｏｃｕｓｄｅｐｔｈｄｉｓｔｒｉｂｕ ｔｉｏｎｏｆａｆｔｅｒｓｈｏｃｋｓ ,ｃｒｕｓｔａｌｖｅｌｏｃｉｔｙｌａｙｅｒｓａｎｄｓｕｒｆａｃｅｔｈｅｒｍａｌｆｌｏｗ .Ｒｅｓｅａｒｃｈｏｎｆｏｃｕ…  相似文献   

Neuro‐control of seismically excited steel structure through sensitivity evaluation scheme     

Dong‐Hyawn Kim  In‐Won Lee 《地震工程与结构动力学》2001,30(9):1361-1377

The neuro‐controller training algorithm based on cost function is applied to a multi‐degree‐of‐freedom system; and a sensitivity evaluation algorithm replacing the emulator neural network is proposed. In conventional methods, the emulator neural network is used to evaluate the sensitivity of structural response to the control signal. To use the emulator, it should be trained to predict the dynamic response of the structure. Much of the time is usually spent on training of the emulator. In the proposed algorithm, however, it takes only one sampling time to obtain the sensitivity. Therefore, training time for the emulator is eliminated. As a result, only one neural network is used for the neuro‐control system. In the numerical example, the three‐storey building structure with linear and non‐linear stiffness is controlled by the trained neural network. The actuator dynamics and control time delay are considered in the simulation. Numerical examples show that the proposed control algorithm is valid in structural control. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

Evaluation of response and energy in actively controlled structures     

Kevin K. F. Wong  Rong Yang 《地震工程与结构动力学》2001,30(10):1495-1510

A computational method of energy evaluation is derived to study the elastic responses and energy distribution of actively controlled single‐degree‐of‐freedom (SDOF) structures during earthquakes. Contrary to the common perception that applying active control force pumps energy into the structure, the applied control force can actually reduce the energy in the structure by reducing the input energy from earthquakes to the structure. In addition, applying control force can dissipate a large amount of energy in the structure when this control force is applied in the direction opposite to the displacement and velocity responses. To demonstrate this energy mechanism in active controlled structures, the two most popular control algorithms, optimal linear control (OLC) and instantaneous optimal control (IOC) algorithms, are used to calculate the control response and energy spectra. One‐step time delay is incorporated into the algorithms to take into consideration the practical aspect of active control. The effects of different earthquakes and damping ratios on control energy and response spectra are studied. These studies show that both OLC and IOC are very effective in reducing the structural displacement and velocity responses by reducing the input earthquake energy as well as dissipating a large amount of energy in the structure. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

Effectiveness of structural control based on control energy perspectives     

Kevin K. F. Wong  Rong Yang 《地震工程与结构动力学》2001,30(12):1747-1768

A computational algorithm for maximizing the control efficiency in actively controlling the elastic structural responses during earthquake is proposed. Study of optimal linear control using a single degree of freedom shows that applying active control is very effective in reducing the structural displacement and velocity responses for long‐period structures, but at the same time it has an adverse effect in increasing the absolute acceleration response. The extent of this adverse effect reduces the effectiveness of the control system, and therefore it poses a limit on the maximum control force in order to provide maximum control efficiency. In view of this shortcoming, maximum control energy dissipation is used to define the most effective optimal linear control law. Less displacement and velocity response are expected as larger control force is applied, but there is always a limit that maximum control energy can be dissipated. This study shows that this limit depends on the structural characteristics as well as the input ground motion, and a general trend is that the maximum control energy decreases as damping increases. Finally, application of the proposed algorithm on a six‐storey hospital building is presented to show the effectiveness of using optimal linear control on a multi‐degree‐of‐freedom system from the control energy perspectives. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

Factors affecting sediment trapping in vegetated filter strips: simulation study using VFSMOD   总被引：1，自引：0，他引：1  

Majed Abu‐Zreig 《水文研究》2001,15(8):1477-1488

Soil and water conservation practices have been promoted for a long time, in order to sustain agricultural activities and prevent environmental pollution. Vegetated filter strips (VFS) have been used to reduce sediment pollution into water bodies at or near the pollutant source. However, factors effecting VFS performance under natural conditions have not been well understood owing to the physical, time and financial limitations of field experiments. The use of well‐validated simulation models to understand the performance of VFS and factors affecting sediment deposition is highly justified. The objective of this research is to investigate sediment trapping in VFS and to study various factors affecting VFS performance using the simulation model VFSMOD, which was developed by researchers at University of North Carolina. Recently, VFSMOD has been validated successfully by using 21 filters with varying length, slope and vegetated cover. A wide range of five parameters was selected for the simulations, namely filter length, filter slope, manning roughness coefficient, soil type and characteristics of incoming sediment from adjacent fields. Computer simulations revealed that the length of filter is the most significant factor affecting sediment trapping in VFS. The relative increase in trapping efficiencies was not linearly related to an increase in filter length. Inflow sediment class also has a major influence on sediment trapping in VFS. The trapping efficiency of clay sediments in a 15 m length VFS was 47% compared with 92% for silt from incoming sediment. Manning roughness coefficient had a moderate effect on sediment trapping and was more significant in short filters. Land slope and soil type of VFS had a minor influence on the performance of VFS. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献