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| 1 | 新疆极端水文事件年内分布的非均匀性显示文摘利用1901-2010年的资料,采用传统统计方法以及新引入的衡量年内分布情况的集中度、集中指数,对比分析了新疆极端水文事件的年内分布特征。分析发现,传统统计方法和集中度、集中指数得出的年内分布具有很好的一致性,是一种可靠的分析方法,今后可以借鉴使用。结果表明:新疆极端水文事件年内分布极不均匀,夏半年和夏季的集中指数较大,而冬半年和冬季的集中指数较小,即大部分地区极端水文事件主要发生在夏半年,冬半年发生相对较少,但北疆的阿勒泰地区冬半年极端水文事件较多;吐鲁番的极端水文事件年内分布非常集中,乌鲁木齐、奎屯—石河子、阿克苏地区次之,阿勒泰地区集中度最小。 | 孙桂丽 陈亚宁 李卫红 杨余辉 | 2011 | 灾害学2011，26，2： | 7 |
| 2 | IMERG和TMPA降水产品在夏季中国中东部的检验显示文摘基于500个国家站雨量计的观测,从时空分布、不同地形条件、不同等级的降水强度及日变化角度,对比评估了2014-2016年夏季多星集成降水产品TMPA和IMERG在中国中东部的适用性。研究结果表明,与雨量计相比.TMPA和IMERG降水产品能较好地反映夏季中国中东部逐日降水量的变化规律,IMERG的平均误差更小。IMERG降水产品的日平均降水量与雨量计的相关性更高,相关系数超过0.9,而TMPA仅为0.8。在中国中东部的平原和山区,IMERG降水产品对弱降水(<4 mm·d-1)强度和弱降水频次的表征能力,较TMPA降水产品有明显的改善;但IMERG降水产品对山区的强降水频次的探测较TMPA降水产品改进有限。从日变化来看,TMPA降水产品明显低估早晨的降水强度和降水频次,且高估了午后的降水强度和降水频次。IMERG降水产品作为高时空分辨率的准全球降水资料,在中国中东部有较高的精度,未来可应用于气象和水文模式中。 | 陈凤娇 李迎新 高金兰 王云 朱华亮 | 2019 | 气象2019，45，12： | 1 |
| 3 | Hill slope instability of Nainital City,Kumaun Lesser Himalaya,Uttarakhand,India显示文摘Nainital City of Kumaun Lesser Himalaya is prone to mass wasting processes during monsoon season,which mischievously triggers the hill slope instability in this region. Slate, dolomitic limestone, silty sandstone and rhythmite of the Krol Formation are the main rock types. The present study focuses on the investigation of slope stability in the region in terms of potential seismicity and landslide. Geological and geotechnical mapping indicates that the major portion of the area is characterized by slope wash materials and buildings. The combination of 3-4 joint sets with one random joint is the main structure at outcrops.The major geological structures of this area are Nainital lake fault passing from the center of the lake, Main Boundary Thrust at SW, and Khuriya Fault passing from the SE direction of Nainital City. This work finds that different types of discontinuities(e.g. joints and faults), overburden due to unplanned civil structures,and neotectonic activity in the vicinity of this ara affect the stability of the city. The slate forms the base of the city, dipping slightly towards the lake side along the NW direction, thus accelerating the instability of this area. Rock mass rating(RMR), slope mass rating, factor of safety(FOS) and graphical analysis of the discontinuity for slope kinematics indicate that the study area is a landslide-prone zone. This study can facilitate reducing the risk of human life, and contribute to the ongoing construction works in the area. | Nirvan Sah Mohit Kumar Rajeev Upadhyay Som Dutt | 2018 | Journal of Rock Mechanics and Geotechnical Engineering2018，10，2： | 1 |
| 4 | Slope stability analysis of Balia Nala landslide, Kumaun Lesser Himalaya, Nainital, Uttarakhand, India显示文摘Balia Nala is the outlet of the Nainital lake, flowing towards southeast direction. Presence of Nainital habitation at its right bank has high socio-economic importance. This study presents the stability analysis of a ravine/valley along Balia Nala. Variegated slates(lower Krol and upper Blaini formations) are the main rock types, wherever the outcrop does exist and rest of the area is covered by slope wash and river borne materials. Three sets of joints are presented in the area, but 4 sets of joints also exist at some locations. Nainital lake fault intersected by Manora fault from southwest direction passes through eastern side of the study area, and some small faults, which are sub-branches of Nainital lake fault, are observed(with 10 m offset) and promote the landslide in the area. This study shows that different kinds of discontinuities(joints, faults and shear zones) and rapid down cutting by the stream due to neotectonic activity affect the stability of the slope. The fragile lithology and deep V-shaped valley further accelerate the mass movement in the study area. In addition, rock mass rating(RMR), factor of safety(FOS) and graphical analysis of the joints indicate the study area as landslide-prone zone. This study will be helpful in not only reducing the risk on life of people, but also in assisting the ongoing civil work in the study area. | Mohit Kumar Shruti Rana Pitamber Dutt Pant Ramesh Chandra Patel | 2017 | Journal of Rock Mechanics and Geotechnical Engineering2017，9，1： | 1 |
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