Effects of different operational modes on the flood‐induced turbidity current of a canyon‐shaped reservoir: case study on Liuxihe Reservoir,South China     

Sheng Wang  Xin Qian  Bo‐Ping Han  Lian‐Cong Luo  Rui Ye  Wen Xiong 《水文研究》2013,27(26):4004-4016

Suspended matter is an important indicator of water quality in freshwater systems. The flood‐induced turbidity current plays a dominant role in the seasonal dynamic of suspended matter in the Liuxihe Reservoir (23°45′50″N; 113°46′52″E), a large, stratified reservoir at the Tropic of Cancer in southern China. Field measurements show that loading and distribution of suspended matter in the reservoir differ in typical wet, dry and medium years, as a result of different discharge volumes and water level variation patterns. Using historical data and the practical demand for water supply and flood control, we generalized two feasible reservoir operational modes: flood impounding mode (drawing down the reservoir to a low level before flood events to impound inflow during the flooding season) and moderate level change mode (drawing down the reservoir to a moderate level before flood events, then keeping the level within the flood control level during runoff events). To examine the effects of different operational modes and outlet depths on the reservoir's flood‐induced turbidity current, a numerical simulation model was applied in three types of hydrological conditions. The results show that the mode with moderate drawdown and recharge processes can decrease loading of suspended matter in spring and promote turbidity current release during flood events, and upper withdrawal can improve the effects of turbid water release. We suggest that more attention should be focused on water quality management in the reservoir operation stage, severe artificial water level fluctuation being avoided and selective withdrawal becoming an optional management measure. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Effects of wave–current interaction on the current profile     

Maitane Olabarrieta  Raul Medina  Sonia Castanedo 《Coastal Engineering》2010

Wave–current laboratory experiments have shown that the logarithmic current profile observed in pure current flows is modified due to the presence of waves. When waves propagate opposite the current, an increase in the current intensity is achieved near the mean water level, while a reduction is obtained for following waves and currents. With the aim of analyzing these nonlinear effects along the whole water column, an Eulerian wave–current model is presented. In contrast to previously presented wave–current models, the present is able to include the variation of the free surface elevation due to the wave motion and the effect of a non hydrostatic pressure field. Therefore it does not restrict its application to waves in shallow waters. Moreover, the model is able to simulate all the possible angles between waves and currents.  相似文献   

非结构化网格下近岸波生流数值模拟   总被引：5，自引：2，他引：3  

唐军  魏美芳 《海洋学报》2010,32(6):41-46

波浪破碎产生的近岸流是近岸海域关键的水动力因素之一。基于近岸波浪的椭圆型缓坡方程和二维近岸波生流方程,建立了非结构化网格下近岸波浪破碎形成的近岸流数值模型。数值模型中,在空间上采用有限体积法进行数值离散,在时间上采用欧拉向前格式数值离散。数值计算结果表明,该数值模型可以有效地模拟近岸波浪破碎产生的近岸流。  相似文献   

Faithful quantum secure direct communication protocol against collective noise     

杨静  王川  张茹 《海洋学报(英文版)》2010,29(11)

An improved quantum secure direct communication (QSDC) protocol is proposed in this paper. Blocks of entangled photon pairs are transmitted in two steps in which secret messages are transmitted directly. The single logical qubits and unitary operations under decoherence free subspaces are presented and the generalized Bell states are constructed which are immune to the collective noise. Two steps of qubit transmission are used in this protocol to guarantee the security of communication. The security of the protocol against various attacks are discussed.  相似文献   

成灌高铁运行对成都地磁台观测数据干扰测试     

钟李彬  林建  李雪浩  胡俊明  李国超  颜晓晔 《地震地磁观测与研究》2017,38(5):81-85

成都地磁台距成灌高铁运行线路垂直距离约1.5 km,使用数字化磁通门磁力仪GM4,在轨道沿线不同距离处进行野外测试。测试结果表明,轨道交通的运行对周围地磁观测环境产生干扰,干扰距离约6 km,干扰主要来自轨道泄露电流及输电线路产生的磁场。  相似文献   

关于公主岭市1∶1000比例尺地形图成果现状及长远发展问题的探讨     

徐咏君 《东北测绘》2010,(5):182-183

公主岭市依靠得天独厚的地缘优势和优惠的投资政策,使近十年的建设得到了迅速发展。房地产开发、城市路网改造、招商引资工程建设对测绘工作提出了更高的要求。公主岭市现有的1∶1 000比例尺地形图是1993年测绘的聚脂薄膜蒙绘图,测绘面积小,已使用了11年,现势性比较差。现以施测吉林华润生化黄龙工业园1∶1 000比例尺地形图为例,探讨如何满足规划设计急需和城市长远发展的问题。  相似文献   

井地2.5维DC反演研究     

付德俊 《物探化探计算技术》2019,(3):365-370

开展了不同观测方式的井地2.5D直流电阻率反演研究。①从2.5维直流电阻率满足的边值问题出发,采用变分原理结合节点线性基函数推导了2.5维井地DC满足的积分弱解形式;②构建了二阶最大平滑稳定泛函的2.5维井地直流电阻率正则化目标函数,采用共轭梯度算法对正则化目标函数进行最优化求解,并采用逐步衰减正则化因子的求解策略来提高反演的稳定性;③设计了均匀半空间模型得到的数值解与解析解对比,电位的相对误差在2%以内,阐述正演算法的正确性和高精度。另外,分析了不同观测装置的2.5维井地直流电阻率异常体特征,并对不同观测方式对2.5维井地DC理论数据进行反演研究。研究结果表明,井中数据的引入提高了2.5DC对纵向探测的分辨率能力,同时提高了2.5DC反演有效性以及准确性。  相似文献   

东非鲁武马盆地始新统超深水重力流砂岩储层特征及成因     

赵健  张光亚  李志  史卜庆  范国章  王晓丰  温志新  法贵方  孙国桐 《地学前缘》2018,25(2):83-91

鲁武马盆地古近系-新近系发育多套超深水、超大型、富含天然气藏的重力流沉积砂体。以始新统砂体为解剖对象,分析区内重力流砂岩储层特征及成因。结果表明砂体以巨厚层状产出于深海泥岩内部,并与周围泥岩截然接触,测井曲线表现出宏观均一性;岩心揭示此类巨厚砂体是由多期单砂体叠置而成,单砂体是由底部高密度颗粒流和顶部低密度浊流两部分组成,且经历过强底流改造。鲁武马河流三角洲强大物源供给决定了区内砂体分布面积和体积规模;深海滑塌、块体搬运等重力流沉积过程控制了沉积体粒序构造和内部结构;海底区域性强底流持续冲刷并携带走单砂体顶部细粒沉积物,残留了底部“干净”的中粗粒砂岩;多期沉积事件和频繁水道迁移决定了砂体纵、横向叠加展布,并最终形成了区内厚度巨大、岩性宏观均一且连通性极好的超大型深水重力流沉积砂岩储层。  相似文献   

基于冻融交界面直剪试验的冻土斜坡失稳过程研究   总被引：1，自引：0，他引：1  

高樯  温智  王大雁  牛富俊  谢艳丽  苟廷韬 《岩土力学》2018,39(8):2814-2822

为了探讨多年冻土区自然斜坡失稳机制,开展了不同含水率黏土、粉土、砂土的土-冰交界面直接剪切试验和相应融土的直接剪切试验。结果表明,砂土和砂土-冰冻融交界面剪切应力-变形特性主要表现为弹性变形,且剪应力存在明显峰值;粉土、黏土及相应的冻融交界面在很小的变形范围内表现为塑性变形,且剪应力无峰值。水分对砂土活动层抗剪强度影响较弱,表现为水分增高,内摩擦角小幅降低。水分对粉黏土活动层抗剪强度影响剧烈,表现为水分增高,粉黏土黏聚力急剧减小。研究发现,冻土区斜坡失稳更易发生于细颗粒粉黏土中。相对于粉土,粉土-冰冻融交界面抵抗剪切变形的能力更强,粉土斜坡潜在滑动面更易发育在冻融交界面上层附近;相对于黏土,黏土-冰冻融交界面抵抗剪切变形的能力更弱,黏土斜坡更易在冻融交界面处发生滑动。同时,细粒土斜坡极易在达到最大融化深度前提前失稳,斜坡坡度越高,失稳时间越提前。融化期活动层水分增多导致潜在滑动面黏聚力降低是细粒土冻土斜坡失稳的最主要原因,孔隙水压对冻土斜坡具有一定影响,在稳定性评价时要考虑活动层水位的影响。  相似文献   

主动与被动状态下墙体侧向位移近似计算     

谢涛  罗强  张良  连继峰  于曰明 《岩土力学》2018,39(5):1682-1690

极限状态下墙体侧向位移对土压力计算和支挡结构设计影响显著。根据Rankine变形体和Coulomb刚塑体模型,将墙后土体变形分别当作单剪和直剪试验中试样的剪切过程,以达到极限剪切变形（剪应变或单位长度剪切位移）作为进入主被动状态标准,构建了土体变形与墙体位移的几何关系,提出了反映土体变形与强度特性,同时考虑静止时初始应力状态影响的墙体极限侧向位移近似计算模型。分析表明：土体极限剪切变形、滑移区范围、初始应力状态是影响墙体极限位移的核心要素,其中极限剪切变形占据主导作用,是导致不同颗粒组成及密实程度土体进入极限状态所需墙体位移差异显著的主要原因,而主被动区范围不同和因静止土压力系数 1引起的初始剪切变形,则是被动状态墙体位移远大于主动的关键因素;算例中主动与被动状态下墙体位移与墙高之比分别介于0.5‰～13.2‰和?0.4%～?5.2%,且主动状态下细粒土墙体位移大于粗粒土,计算结果与工程经验及相关文献模型试验基本一致。  相似文献