浅析水土保持与防洪抗灾的基本决策

1991、 1996、 1997和 1998年的几次洪灾 ,造成了 6171亿元的直接经济损失。除气象因素外 ,水土流失是引发洪灾的一个极为主要的因素。加强领导 ,强化管理 ,加大执法力度 ,加强防洪工程建设 ,坚持综合治理 ,良化生态环境 ,搞好小流域治理是保持水土、治理江河的根本措施

西部大开发中退耕还林(草)面临的挑战及其作用

根据中国西部森林的现状 ,采用生态学与地理学的方法 ,分析了因毁林开荒造成水土流失、洪涝灾害、沙尘风暴、干旱少雨、江河断流、物种减少等危害对国民经济发展所造成的影响 ,以及近几年所产生的一系列生态环境问题 .探讨了退耕还林 (草 )对我国的生态环境治理、西部持续发展、江河整治、国土整治综合措施运用、西部农民脱贫致富的作用 .

21世纪中国水资源危机

分析国内外水资源的现状、中国水资源危机及走向 2 1世纪存在的主要水问题 .说明中国属于世界上贫水的国家之一 ,人均拥有量只占世界平均水平的 2 5% ,在 6 6 8座城市中有 4 0 0余座缺水 .进入 2 1世纪 ,中国的水资源矛盾将进一步加剧 ,洪灾、干旱、断流、水污染、水土流失等问题将继续存在 .中国必须进行大规模国土整治 ,逆转恶化的水生态环境 ,合理开发、利用、保护水资源 .

黄土高原典型地区土壤侵蚀研究

本文对黄土高原典型地区土壤侵蚀以往的研究结论进行了综合分析 ,结果表明 :(1 )影响土壤侵蚀的主要因素为降雨、地形及土地利用 ;(2 )土壤侵蚀主要类型为水蚀及重力侵蚀 ;(3)土壤侵蚀主要集中在汛期 ;(4)土壤侵蚀具有垂直分带性 ;(5)在研究的四个典型地区中 :绥德地区侵蚀严重 ,天水地区侵蚀相对较轻微 ,安塞地区侵蚀典型 ,西峰地区侵蚀特殊

黄土高原典型地区土壤侵蚀研究

本文对黄土高原典型地区土壤侵蚀以往的研究结论进行了综合分析 ,结果表明 :(1)影响土壤侵蚀的主要因素为降雨、地形及土地利用 ;(2 )土壤侵蚀主要类型为水蚀及重力侵蚀 ;(3)土壤侵蚀主要集中在汛期 ;(4 )土壤侵蚀具有垂直分带性 ;(5)在研究的四个典型地区中 :绥德地区侵蚀严重 ,天水地区侵蚀相对较轻微 ,安塞地区侵蚀典型 ,西峰地区侵蚀特殊。

中国洪涝灾害之后的生态环境问题警钟急鸣

中国是一个发展中国家 ,正在加速实现工业化、城市化及农业现代化。由于人们的生产活动和经济活动而对生态环境的破坏“助纣为虐” ,才使 1 998年的洪水造成的损失比以往更大 ,并进一步暴露出以城市为中心的环境污染和以农村为纽带的环境退化正破坏和延缓我国国民经济的发展。分析了洪灾之后中国经济发展中环境面临的主要问题和退化症结 ,根据 2 0 1 0年远景目标的要求 ,提出了“提高环保认识 ,开展生态建设 ,控制环境污染”的综合整治对策 ,为中国制定生态环境规划提供基本思路。

我国土壤侵蚀状况与主要影响因素分析

我国土壤侵蚀面积达 492万km2 ,占国土总面积的 5 1 .2 % ,已严重影响和制约着国民经济的发展和社会的安定。 1 998年洪灾便是土壤侵蚀对大自然的最大惩罚 ,现已引起社会各界的重视。为了从中吸取经验教训 ,对土壤侵蚀与降雨 ,土壤侵蚀与坡长、坡度 ,土壤侵蚀与植被建设三个大的方面作了系统分析 ,研究土壤侵蚀产生的原因和发展规律 ,从中可以知道这三个方面是影响土壤侵蚀的最为关键因子 ,并找出其对生态环境的危害性 ,提出最佳的综合防治对策 ,将土壤侵蚀的危害降低到最低程度

我国地壤侵蚀状况与主要影响因素分析

我国土壤侵蚀面积之大 ,已严重的影响和制约国民经济的发展和社会的安定。我们从土壤侵蚀与降雨 ,土壤侵蚀与坡长、坡度 ,土壤侵蚀与植被建设三个方面作了系统分析 ,研究土壤侵蚀的最为关键因子 ,并找出其对生态环境的危害性 ,提出最佳的综合防治对策 ,将土壤侵蚀的危害降低到最低程度。

特大洪灾后对中国生态环境问题的思考

分析了洪灾之后中国经济发展面临的主要环境问题和退化症结 ,根据 2 0 10年远景目标的要求 ,提出了“提高环保认识 ,开展生态建设 ,控制环境污染”的综合整治对策 ,为中国制定生态环境规划提供基本思路。

中国水土流失的概况及其综合治理

本文以翔实的数据说明了我国水土流失严重的现状 ,并从良化生态环境 ,坚持综合整治、搞好小流域治理、提高防洪综合能力、加大执法力度、增强保水保土意识等方面 ,提出了防治我国水土流失的具体途径。

黄土高原地区土壤可蚀性及其应用研究

通过回顾已有的成果 ,分析评价了我国土壤可蚀性研究的进展及存在的问题 ,提出我国土壤可蚀性研究中的标准小区定义。运用野外观测资料 ,研究计算了黄土高原地区土壤可蚀性指标值。结果表明 ,陕北和晋西北一带黄土可蚀性 K值变化于 0 .3～ 0 .7之间 ,并且有以陕西子洲、绥德一带为最大 ,以此为中心 ,向南、向北和向东都减少的变化趋势。

一种基于排队论的DoS攻防绩效评估方法

提出了一种新的基于排队论的DoS攻防绩效评估方法.针对不同种类DoS攻防手段建立了统一的指标体系和绩效计算方法,基于排队论方法分别建立评估模型,对UDP Flood和SYN Flood攻击的绩效进行不包含主观因素的定量评估,分析不同攻击手段和强度的有效性.针对典型DoS攻防场景,利用网络仿真工具进行模拟,通过实验与模型推导结果对比验证了排队论模型的合理性,并阐述了此方法在不同类型DoS攻防手段中的应用.

Physical modeling of localized scour for the Yangtze Estuary Waterway Improvement Project, Phase I

In order to examine the effectiveness of engineering protection against localized scour in front of the south groin-group of the Yangtze Estuary Waterway Improvement Project, Phase I, an undistorted physical model on a geometric scale of 1:250 is built in this study, covering two groins and their adacent estuarine areas. By use of rinsing fix-bed model as well as localized mobile-bed model the experiment is undertaken under bi-directional steady flow. According to the experimental results, waterway dredging leads to the increase in steram velocity, the increase being larger during the ebb than during the flood. Construction of the upstream groin has some influence on the flow patterns near the downstream groin. Localized scour in front of the groin-heads is controlled mainly by ebb flow. In the case of a riverbed composed entirely of silt, the depths of localized scour in front of the two groin-heads are 27 m and 29 m, respectively. In reality, the underneath sediment of the prototype riverbed is clay whose threshold velocity is much higher than the stream velocity in the Yangtze Estuary; therefore, the depths of localized scour will not be much larger than the thickness of the silt layer, i. e. 7.4 m and 4.7 m, respectively. The designed aprons covering the riverbed in fron of the groin-heads are very effective in scour control. Aprons of slightly smaller size can also fulfill the task of protection, but the area of localized scour increases significantly.

Improving Ship Detection with Polarimetric SAR based on Convolution between Co-polarization Channels

The convolution between co-polarization amplitude only data is studied to improve ship detection performance. The different statistical behaviors of ships and surrounding ocean are characterized a by two-dimensional convolution function (2D-CF) between different polarization channels. The convolution value of the ocean decreases relative to initial data, while that of ships increases. Therefore the contrast of ships to ocean is increased. The opposite variation trend of ocean and ships can distinguish the high intensity ocean clutter from ships' signatures. The new criterion can generally avoid mistaken detection by a constant false alarm rate detector. Our new ship detector is compared with other polarimetric approaches, and the results confirm the robustness of the proposed method.

Numerical simulation on the process of saltwater intrusion and its impact on the suspended sediment concentration in the Changjiang (Yangtze) estuary

To study the relationship between sediment transportation and saltwater intrusion in the Changjiang (Yangtze) estuary, a three-dimensional numerical model for temperature, salinity, velocity field, and suspended sediment concentration was established based on the ECOMSED model. Using this model, sediment transportation in the flood season of 2005 was simulated for the Changjiang estuary. A comparison between simulated results and observation data for the tidal level, flow velocity and direction, salinity and suspended sediment concentration indicated that they were consistent in overall. Based on model verification, the simulation of saltwater intrusion and its effect on sediment in the Changjiang estuary was analyzed in detail. The saltwater intrusion in the estuary including the formation, evolution, and disappearance of saltwater wedge and the induced vertical circulation were reproduced, and the crucial impact of the wedge on cohesive and non-cohesive suspended sediment distribution and transportation were successfully simulated. The result shows that near the salinity front, the simulated concentrations of both cohesive and non-cohesive suspended sediment at the surface layer had a strong relationship with the simulated velocity, especially when considering a 1-hour lag. However, in the bottom layer, there was no obvious correlation between them, because the saltwater wedge and its inducing vertical circulation may have resuspended loose sediment on the bed, thus forming a high-concentration area near the bottom even if the velocity near the bottom was very low during the transition phase from flood to ebb.