Study of the flood control scheduling scheme for the Three Gorges Reservoir in a catastrophic flood

The Three Gorges Project is the world's largest water conservancy project. According to the design standards for the 1,000‐year flood, flood diversion areas in the Jingjiang reach of the Yangtze River must be utilized to ensure the safety of the Jingjiang area and the city of Wuhan. However, once these areas are used, the economic and life loss in these areas may be very great. Therefore, it is vital to reduce this loss by developing a scheme that reduces the use of the flood diversion areas through flood regulation by the Three Gorges Reservoir (TGR), under the premise of ensuring the safety of the Three Gorges Dam. For a 1,000‐year flood on the basis of a highly destructive flood in 1954, this paper evaluates scheduling schemes in which flood diversion areas are or are not used. The schemes are simulated based on 2.5‐m resolution reservoir topography and an optimized model of dynamic capacity flood regulation. The simulation results show the following. (a) In accord with the normal flood‐control regulation discharge, the maximum water level above the dam should be not more than 175 m, which ensures the safety of the dam and reservoir area. However, it is necessary to utilize the flood diversion areas within the Jingjiang area, and flood discharge can reach 2.81 billion m³. (b) In the case of relying on the TGR to impound floodwaters independently rather than using the flood diversion areas, the maximum water level above the dam reaches 177.35 m, which is less than the flood check level of 180.4 m to ensure the safety of the Three Gorges Dam. The average increase of the TGR water level in the Chongqing area is not more than 0.11 m, which indicates no significant effect on the upstream reservoir area. Comparing the various scheduling schemes, when the flood diversion areas are not used, it is believed that the TGR can execute safe flood control for a 1,000‐year flood, thereby greatly reducing flood damage.     

2种亚洲龙鱼的D-Loop序列结构分析

采用PCR技术对2种亚洲龙鱼的mtDNAD_Loop全序列进行扩增和测序,序列结构分析和序列同源性比对结果表明,2种亚洲龙鱼的mtDNAD_Loop在靠近5’端有3个终止相关序列TAS(Ⅰ、Ⅱ、Ⅲ),靠近D_Loop的3’端有4个保守区域CSB1、CSB2、CSB3、CSB-D。在终止相关序列和保守区域之间是连续重复区域。经DNASP4.0软件分析,全序列中检测出多态位点数(S)为26,其中有17个转换,核苷酸多样性(Pi)为0.013,平均核苷酸差异数(K)为17.333。     

PREDICTION OF MOTION OF SEMI-SUBMERSIBLE DRILLING PLATFORM IN MAVES

Starting from potential theory, this paper presents a new procedure for computing the hydrodynamic forces and six-degrees-of-freedom motion for a semi-submersible platform at an arbitrary heading in waves by using strip theory and linearized viscous damping hypothesis, taking the effects of the free surface and the interaction between main hulls into account. The differential equations of motion for the floating platform are formulated in a new way and the associated computer programs are developed. Comparisons between the theoretical computing results and the full-scale and model-scale experiments show that the present method gives more accurate results than those by previous methods.     

湘西北渔塘地区寒武系清虚洞组风暴岩及其地质意义

在湘西北渔塘地区,下寒武统的清虚洞组下部发育一套地质特征典型、沉积序列特殊的风暴岩。其底面侵蚀构造清楚,覆盖于底面上的各层段厚度变化较大,在各层段内由下向上碎屑粒度依次变细,并相继出现叠加式丘状交错层理、平行层理和浪成沙纹层理等沉积构造,是典型的浅海风暴岩。该风暴沉积的发现,对建立湘西北地层的沉积学剖面、探讨该区风暴沉积模式的空间变化、明确成矿环境和成矿地质特征等具有重要意义。     

气象灾害对果树生产的危害及预防

1引言 泰来县位于黑龙江省的西南部，大兴安岭向松嫩平原的过渡带。年平均气温为4．9℃，≥10℃积温为2930．6℃。年日照数为2834．9h，6、7、8月光热条件好，降水集中，占全年降水量的70％以上，9、10月降水少，日照充足。且地下水资源比较丰富，对果树栽培有适合的自然条件。但泰来县也存在着不利的气象条件有大风、干旱、冻害等。给果树生产造成减产、甚至死亡。     

依据剖面资料求解断层的水平位移

提出依据开挖剖面中的楔形体在受到断层作用时其厚度的变化量求解断层水平位移的方法。分析表明断层水平位移量S与楔形体在断层两侧厚度变化量Δh满足关系式S＝Δh/ρsinβ。式中ρ为楔形体在断层走向上的尖灭系数，β为断层的倾角，该关系式不仅能满足纯走滑运动的断层，而且也满足一般斜滑断层，同时提出了在剖面上判断断层水平运动性质的方法。     

Studies on wind environment around high buildings in urban areas

High buildings or architectural complex in urban areas remarkably distort the urban surface wind fields. As the air flow approaches,local strong wind may appear around the buildings. The strong wind makes the pedestrians on sidewalks, entrances and terrace very uncomfortable and causes the pedestrian level wind environment problem. In this studies, hot-wire wind measurement, wind scouring in wind tunnel and numerical computation were carried out to evaluate the wind environment of tall buildings in the prevailing flow conditions in Beijing areas. The results obtained by three techniques were compared and mutually verified. The conclusions drawn from three approaches agree with each other. Also the advantages and limitations of each method were analyzed. It is suggested that the combination of different techniques may produce better assessment of wind environment around high buildings.     

浙江省雷击跳闸数据与闪电定位数据统计分析

利用浙江省电力部门雷击跳闸数据、浙江省气象局闪电定位数据,统计分析了2007—2011年电力雷击跳闸事故与地闪数据之间的时空分布特点、雷击跳闸事故与地闪参数及距离之间的关系。结果表明:电力雷击跳闸事故与地闪数据的日分布和月分布均为单峰结构,相关系数分别为0.9905和0.9881;空间分布虽有一定对应,但并非显著相关;导致110kV、220kV及500kV输电线路雷击跳闸的地闪强度主要集中在90kA以下,并且500kV输电线路雷击跳闸对应的电流强度相对较小;地闪与雷击跳闸事故杆塔距离、地闪与雷击跳闸杆塔对应输电线路的距离均主要集中在2km以下。     

WFSD-4S孔流体地球化学特征

本文开展汶川地震断裂带科学钻探现场流体研究,探讨了泥浆添加剂产生的化学反应以及钻孔中岩性变化引起的流体异常特征,并在排除这些影响因素的情况下,讨论地震期间流体的异常。研究表明在WFSD-4S钻进期间发生的两次较大地震前均伴有Rn、Ar、N2和O2等气体异常现象,其中氡的日均值均超出背景值的2.5倍。根据岩心观察得到WFSD-4S钻井地区主断层约在1084 m,而在断层之上931 m处开始出现了大量气体的高值异常,该异常可能是由于地震孕育过程中地下气体的运移通道被打开造成气体向上迁移,使断层气体的响应特征提前发生。