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1.
Many nature reserves are established to protect the habitat needs of particular endangered species of interest but their effec-tiveness for protecting other species is questionable.In this study,this effectiveness was evaluated in a nature reserve network located in the Qinling Mountains,Shaanxi Province,China.The network of reserves was established mainly for the conservation of the giant panda,a species considered as a surrogate for the conservation of many other endangered species in the region.The habitat suitability of nine protected species,including the giant panda,was modeled by using Maximum Entropy(MAXENT) and their spatial congruence was analyzed.Habitat suitability of these species was also overlapped with nature reserve boundaries and their management zones(i.e.,core,buffer and experimental zones).Results show that in general the habitat of the giant panda constitutes a reasonable surrogate of the habitat of other protected species,and giant panda reserves protect a relatively high proportion of the habitat of other protected species.Therefore,giant panda habitat conservation also allows the conservation of the habitat of other protected species in the region.However,a large area of suitable habitat was excluded from the nature reserve network.In addition,four species exhibited a low proportion of highly suitable habitat inside the core zones of nature reserves.It suggests that a high proportion of suitable habitat of protected species not targeted for conservation is located in the experimental and buffer zones,thus,is being affected by human activities.To increase their conservation effectiveness,nature reserves and their management zones need to be re-examined in order to include suitable habitat of more endangered species.The procedures described in this study can be easily implemented for the conservation of many endangered species not only in China but in many other parts of the world.  相似文献   

2.
An intensive earthquake, the Wenchuan Earthquake of 8.0 on the Richter scale, struck western Sichuan, China on May 12, 2008. The earthquake has tremendously affected all industries in the quake-hit areas, with no exception :of the local tourism. The study of the effect of the earthquake on tourism enriches the theory of tourism, and more importantly, it well serves as the foundation for policy making. The objective of this study is to outline for readers the empirical findings on the various ways that the earthquake affected the operations and viability of tourism in the quake-hit areas. This paper is mainly divided into 3 parts. The first part is to discuss the importance of tourism in the quake-hit areas. The second is to analyze the influencing factors of tourism. The third is to assess the impact of the earthquake on tourism in Sichuan in different seasons.  相似文献   

3.
Massive geological landslides and unstable landslide areas were triggered by the 2008 Wenchuan earthquake. These landslides caused deaths, damaged infrastructure and threatened endanger species. This study analyzed the impact of landslides on giant pandas and their habitats from the following aspects: threatening pandas‘ lives, damaging pandas‘ habitat, influencing giant panda behavior, increasing habitat fragmentation; the final aspect, and blocking gene flow by cutting off corridors. A habitat suitability map was created by integrating the landslide factors with other traditional factors based on a logistics regression method. According to the landslide inventory map, there are 1313 landslides, 818 rock debris flows, 117 rock avalanches and 43 mud flows occurred in the study area. A correlation analysis indicated that landslides caused the pandas to migrate, and the core landslides within 1 km2 had greater influence on panda migration. These core landslides primarily occurred in mid-altitude regionscharacterized by high slopes, old geological ages, large areas and large rock mass volumes. The habitat suitability assessment results for the Wolong Natural Reserve had better prediction performance(80.9%) and demonstrated that 14.5%, 15.9%, 20.5%, 47.6% and 1.5% of the study area can be classified as very high, high, moderate, low and very low giant panda suitability areas, respectively. This study can be used to inform panda and panda habitat research, management and protection during post-quake reconstruction and recovery periods in China.  相似文献   

4.
Slope debris flows in the Wenchuan Earthquake area   总被引:1,自引:0,他引:1  
Avalanches and landslides, induced by the Wenchuan Earthquake on May 12, 2008, resulted in a lot of disaggregated, solid material on slopes that could be readily mobilized as source material for debris flows. Rainstorms triggered numerous slope debris flows with great damage to highways and rivers over the subsequent two years. Slope debris flows (as opposed to channelized debris flows) are defined as phenomena in which high-concentration mixtures of debris and water flow down slopes for short distances to highways and river banks. Based on field investigations and measurements of 19 slope debris flows, their main characteristics and potential mitigation strategies were studied. High rainfall intensity is the main triggering factor. Critical rainfall intensities for simultaneous occurrence of single, several and numerous slope debris flow events were 20 mm/day, 30mm/day, and 90 mm/day, respectively. Field investigations also revealed that slope debris flows consist of high concentrations of cobbles, boulders and gravel. They are two-phase debris flows. The liquid phase plays the role of lubrication instead of transporting medium. Solid particles collide with each other and consume a lot of energy. The velocities of slope debris flows are very low, and their transport distances are only several tens of meters. Slope debris flows may be controlled by construction of drainage systems and by reforestation.  相似文献   

5.
结合汶川地震期间分县、1:25 000和1:5 000应急影像地图的设计与生产,对一些相关技术进行了试验和总结,可为今后影像地图的研制提供理论和方法上的参考.  相似文献   

6.
《山地科学学报》2021,18(9):2427-2440
Coseismic landslides and subsequent mobilization of sediment greatly aggravated the landscape evolution and river sedimentation after the Wenchuan earthquake. The debris-flow alluvial fan and river morphological index was combined to describe quantitatively the effects of debris-flow sediment on the river characteristics in Longmen Mountains. The section of the Min River from the urban area of the Wenchuan county to the epicenter, the Yingxiu town in this county, was selected as the study area. We identified 27 river-blocking debrisflows(5 partial-, 7 semi-, 7 over semi-, and 5 fullyblocking degrees) in the study area via remote sensing interpretation and field survey. Based on this, the response of river longitudinal profile and curvature to debris-flow sediment was qualitatively and quantitatively analyzed. The results show that the channel gradient has decreased due to debris-flow aggradation, while two marked peaks in the river steepness index(ksn, represents the relative steepness degree of the channel) changed from 585 m0.9 to 732 m0.9 in zone 1, from 362 m0.9 to 513 m0.9 in zone 2. Moreover, the main channel has undergone substantial lateral migration with channel width decreased and river curvature increased. The temporal and spatial variation between river morphological characteristics and debris-flow sediments in short-term provides insights into the internal dynamic role of mass wasting processes in river morphology, which could be served as useful information for natural hazards management to prevent the river from being blocked by episodically debris flows after the earthquake.  相似文献   

7.
The genetic mechanism of Wenchuan Earthquake   总被引:1,自引:1,他引:1  
The genetic mechanism of the 5.12 Wenchuan Earthquake is still being debated and there is still no convincing general explanation for most of the phenomena. This is because researchers have ignored the important role of the Minshan block in the seismogenic process. The authors present a new opinion based on geological survey and comprehensive analyses. The Minshan block is a key tectonic element of the earthquake occurrence in the northwest triangle faulty block of Sichuan Province. The Minshan block is bordered by Longmen Mountain Range fractures in the south, the Huya fracture in the east, the Tazang fracture in the north and the Mounigou Valley fracture in the west. The rigidity of the block is relatively larger than those of the adjacent regions. The block’s eastward movement pushed by regional maximum main geo-stress is limited when it suddenly tapers off near the east triangle end with a bottle-neck effect, and this causes geo-stress concentration around it. The shape of the block is coffin-like, wide in the upper part and narrow in the lower part. When a strong earthquake occurs along the block margins, the lock-up effect temporarily released, resulting in geo-stress transmitted to the Pingwu-Qingchuan (Motianling block) region. This transmission caused the Wenchuan earthquake’s aftershocks to be concentrated in Qingchuan region. As the block moved eastward, the back of the block, i.e. the south segment of Mounigou Valley fracture, became active after the Wenchuan Earthquake. Therefore the aftershocks were concentrated along the south segment of Mounigou Valley fracture. Because the south margin is composed of the front range fracture, the geo-stress gradually released, causing many aftershocks along the Guanxian-Anxian fracture. The geological survey made after the Wenchuan Earthquake reveals that the surface ruptures in the south margin of Minshan block occur not along the Beichuan-Yingxiu fracture (central fracture) also along the front range fracture. The length of the surface rupture in the south margin ranges from several meters to several kilometers and it is distributed in en echelon (closely-spaced, parallel or subparallel, step-like surface ruptures). The vertical and horizontal displacements range from place to place and the thrusting component is dominant in the middle segment of Longmen Mountain Range structure belt. Nevertheless, the strike slip of the surface ruptures is dominant in the north segment of Longmen Mountain Range structure belt. Therefore the south margin is the original seismic structure. The sudden thrusting of the south margin of the Minshan block is the source event for the Wenchuan Earthquake.  相似文献   

8.
The 5.12 Wenchuan Earthquake and the subsequent rainstorms induced a large number of landslides, which later were transformed into debris flows. To evaluate the effect of the earthquake on the sediment supply of debris flows, eight debris flow basins near Beichuan City, Sichuan Province, China were chosen as the study area. The area variations of the debris flow source after the Wenchuan Earthquake and the subsequent rainstorm are analyzed and discussed in this paper. Interpretations of aerial photographs (after the 5.12 Wenchuan Earthquake) and SPOT5 images (after the rainstorm event of September 24, 2008) as well as field investigations were compared to identify the transformation of landslide surface in the study area, indicating that the landslide area in the eight debris flow basins significantly increased. The loose sediment area on the channel bed increased after the rainstorm event. In order to estimate the relationship of the landslide area with the rainfall intensity in different return periods, a model proposed by Uchihugi was adopted. Results show that new landslide area induced by heavy rainfall with 50-year and 100-year return period will be 0.87 km2 and 1.67 km2, respectively. The study results show the Wenchuan earthquake had particular influences on subsequent rainfall-induced debris flow occurrence.  相似文献   

9.
汶川地震地形形变监测与分析   总被引:1,自引:1,他引:1  
地形形变监测与分析对于研究汶川地震对震区及青藏板块地形变化的影响有重要意义。通过收集相关监测点的汶川地震前后地形形变数据,采用统一模式进行数据处理,将震前与震后的形变监测成果归算到ITRF2005参考框架和2008.363(2008年5月12日)历元,计算得到震中区域的大地基准造成严重破坏,监测点形变位错,水平位移量达243 cm,沉降量达68 cm,隆起量达36 cm。并对汶川地震地形形变监测进行分析,认为位于"映秀镇—北川—青川"断裂带西侧块体呈现向东南方向移动并呈现隆起趋势;东侧块体向西北方向移动并呈现下沉趋势;北侧块体向东北方向移动,南侧块体向西南北方向移动,块体两侧形成了明显挤压形态。上述研究为进一步揭示汶川地震产生的机理和龙门山断裂带的活动提供了良好基础。  相似文献   

10.
为了阐明地震滑坡的运动特性并对其进行致灾距的预测,基于遥感影像解译和野外调查数据,借助经验公式法,分析了汶川地震滑坡水平最大运移距离L与前后缘高差H之间的相关性,给出了经验公式;探讨了不同滑坡之间滑程的差异与异常。结果表明:若已知H,可用L=aH+b或L=aHb对总位移进行预测初探;将视摩擦系数H/L=0.45作为汶川地震高速远程型滑坡的上限较合适;滑坡体积、源区破裂面积与L呈正相关,与H/L呈负相关;地震滑坡易发生在山脊线平行于断裂带、垂直于地震波传播方向的山体两侧;崩塌型滑坡易发前后缘高差范围在10~100m之间,大型高速远程型滑坡易发前后缘高差大于200m;滑坡源区易发坡度分布在25°51°之间,滑床坡降变化范围为0~58°,高速远程型滑坡的滑床坡降主要在8°20°之间;分析认为滑程差异和异常是距离效应、能量传递与岩体挡板效应、滚动润滑与气垫效应、体积与破裂面积效应、地质因子、地形因子、颗粒级配与颗粒流效应等因素综合作用的结果,考虑上述因素有益于滑坡-碎屑流致灾距的预测分析。   相似文献   

11.
基于TM遥感数据的汶川地震极重灾区生态恢复研究   总被引:1,自引:0,他引:1  
本文以地震极重灾区2006、2008和2011年3期Landsat TM遥感影像为数据源,利用GIS提取灾区土地利用信息,结合坡度和高程等地形因子对灾区主要生态系统面积的变化进行综合分析.结果表明:2008年地震对灾区生态环境造成严重破坏,使研究区农田、森林和草地生态系统分别减少了124.6km2、461.6km2和9...  相似文献   

12.
汶川地震使文家沟内产生大型滑坡并解体成碎屑流堆积在沟道内,成为一条高频泥石流沟,在后期降雨作用下发生了多次泥石流灾害。根据文家沟泥石流的特点,采取了“水沙分离、固护拦停、监测维护”的治理措施进行综合治理,使泥石流起动方式由碎屑堆积体冲刷侵蚀转变为支沟沟床起动。治理后文家沟4个雨季内共发生了3次泥石流,治理工程有效减小了泥石流的规模和危害,但引水截流的实施也伴随了上游清淤等长期性的问题,需进一步重视。通过获得的降雨参数建立了文家沟泥石流临界雨量阈值模型,实施治理工程后泥石流临界雨量有明显提高,并逐年缓慢增长。   相似文献   

13.
本文利用格网技术(Fishnet),对龙门山地区"5.12"大地震震后的多期次遥感影像数据及基础地理信息数据进行评价、整合并实现了动态管理,在此基础上得到覆盖整个龙门山构造带的、能够反映不同地物信息的影像群.汶川地震造成了大量山体崩塌、滑坡、泥石流等地震场地灾害,这些灾害体表现为成群、成带分布的特征,并且单一的小灾害体...  相似文献   

14.
2008年汶川地震破裂向东北传播的应力作用证据   总被引:1,自引:0,他引:1  
基于采用混合大地测量数据反演得到的破裂分布模型,从库仑应力的角度计算北川断层的破裂过程,为北川断层从西南向东北破裂提供应力作用上的证据。将北川断层分为5个断层,分别计算前续断层在后续断层上产生的库仑应力变化。结果显示:1)映秀-虹口段在龙门山-清平段上、龙门山-清平段在高川-北川段上、高川-北川段在北川-屏东段上和北川-屏东段在南坝-青川段上产生的库仑应力变化为正的区域占绝大部分;2)高川-北川段上有约81.7%的区域破裂主要是由龙门山-清平段的破裂触发,而前续断层(映秀-虹口段)对高川-北川段上的破裂影响很小;3)北川-屏东段上有约83.2%的区域破裂主要是由高川-北川段的破裂触发,而前续断层(映秀-虹口段和龙门山-清平段)对北川-屏东段上的破裂影响很小;4)南坝-青川段上有约99.4%的区域破裂主要是由北川-屏东段的破裂触发,而前续断层(映秀-虹口段、龙门山-清平段和高川-北川段)对北川-屏东段上的破裂影响很小。同时,计算北川断层对彭灌断裂的应力触发作用,推测映秀-虹口段的破裂触发了彭灌断裂上大部分区域的破裂,龙门山-清平段的破裂触发了彭灌断裂上一小部分区域的破裂。  相似文献   

15.
以汶川地震震中距800 km范围内169个地震台站在震前40 d的连续波形资料为研究对象,分析其记录的可能异常信号,得到了两类比较明显、影响范围较大的震前异常信号,按照信号波形形态称之为:1)纺锤状异常。在约63%的台站中出现,持续时间1.5~2 d,振幅绝对值大多为1 700 count,优势频率约为0.2 ~0.3 Hz。 2)突跳异常。在约15%的台站出现,在南北分量出现较多,持续时间大多在2 000 s左右,振幅大多±2 000 count,优势频率约为0.1 ~0.2 Hz。分析异常机制认为,纺锤状异常可能与台风影响有关,突跳异常可能符合较新的孤立波前兆解释。该研究结果有助于深入了解地震孕震过程和地震前兆异常信号的捕捉。  相似文献   

16.
The 5.12 Wenchuan Earthquake in 2008 induced hundreds of large-scale landslides. This paper systematically analyzes 112 large-scale landslides (surface area > 50000 m2), which were identified by interpretation of remote sensing imagery and field investigations. The analysis suggests that the distribution of large-scale landslides is affected by the following four factors: (a) distance effect: 80% of studied large-scale landslides are located within a distance of 5 km from the seismic faults. The farther the distance to the faults, the lower the number of large-scale landslides; (b) locked segment effect: the large-scale landslides are mainly located in five concentration zones closely related with the crossing, staggering and transfer sections between one seismic fault section and the next one, as well as the end of the NE fault section. The zone with the highest concentration was the Hongbai-Chaping segment, where a great number of large-scale landslides including the two largest landslides were located. The second highest concentration of large-scale landslides was observed in the Nanba-Donghekou segment at the end of NE fault, where the Donghekou landslide and the Woqian landslide occurred; (c) Hanging wall effect: about 70% of the large-scale landslides occurred on the hanging wall of the seismic faults; and (d) direction effect: in valleys perpendicular to the seismic faults, the density of large-scale landslides on the slopes facing the seismic wave is obviously higher than that on the slopes dipping in the same direction as the direction of propagation of the seismic wave. Meanwhile, it is found that the sliding and moving directions of large-scale landslides are related to the staggering direction of the faults in each section. In Qingchuan County where the main fault activity was horizontal twisting and staggering, a considerable number of landslides showed the feature of sliding and moving in NE direction which coincides with the staggering direction of the seismic faults.  相似文献   

17.
通过对汶川逆冲型大地震的总结,在走滑断层弹性回跳理论基础上,提出逆冲断层弹性回跳模式。在无限长走滑断层两侧平行断层方向速度投影的基础上,提出逆冲断层两侧速度投影。对逆冲断层弹性回跳模式和断层两侧速度投影进行简要分析。  相似文献   

18.
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19.
采用2010~2015年汶川地区GNSS震后形变资料,利用有限元法建立三维震后粘弹性松弛模型,通过二维格网搜索获得龙门山断裂带上盘最佳弹性层厚度和中下地壳最佳粘滞系数,并分析汶川地震震后2~7 a粘弹性松弛影响下的震后形变特征;然后采用2008~2009年GNSS震后形变资料,根据最佳参数建立粘弹性松弛与余滑组合模型,...  相似文献   

20.
汶川大震的科学思考   总被引:7,自引:2,他引:7  
在野外地震地质科学考察的基础上,围绕汶川地震发震断层的特征、发震机制、地表破裂带的分段性与分带性、南北构造带地震危险性、地震地质灾害的多发性及链生性、工程建(构)筑物的破坏特征与安全性、地震烈度区划问题及极端自然灾害的预测与应对等进行了分析和讨论,并就有关问题提出了一些新的思考.结果表明,低速滑动断层、晚更新世断层或中央活动断裂也可以发生强震;汶川地震同时具有深部构造的控震作用;地表破裂沿走向可分为映秀-安县段、北川-关口段及青川段;地表破裂可分为主破裂、牵动破裂与感应破裂3种类型;青川段的深部破裂与浅部破裂没有几何上的连续关系或继承关系;贺兰-川滇南北构造带是中国大陆强震多发带,尤其是其北段的六盘山-天水-武都-青川一带未来的强震危险性不容忽视;汶川地震地质灾害具有灾害类型多、成因机理复杂、灾害链长、规模大、范围广、灾害程度深、危害对象广、持续时间长等特点;高烈度区和活断层沿线的地质灾害危险性区划与预测评价对防灾减灾极为重要;活动断裂沿线应注意破裂影响带宽度与建筑物安全避让距离;应对地震等极端自然灾害,应以预防为主,综合减灾;地震烈度区划应同时考虑活动断层的复发周期、地震的离逝时间乃至地形地貌条件;重大工程应提高设防烈度;应当加强极端自然灾害预测评估,完善应对对策和提高应对水平.  相似文献   

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