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   

Seismic analysis of a four-story two-bay thin unstiffened dual steel plate shear wall structure     

NIE Jianguo  HUANG Yuan  TIAN Shuming  FAN Jiansheng 《地震工程与工程振动》2008,28(6)

  相似文献   

Effect of growing watershed imperviousness on hydrograph parameters and peak discharge     

Huang‐jia Huang  Shin‐jen Cheng  Jet‐chau Wen  Ju‐huang Lee 《水文研究》2008,22(13):2075-2085

An increasing impervious area is quickly extending over the Wu‐Tu watershed due to the endless demands of the people. Generally, impervious paving is a major result of urbanization and more recently has had the potential to produce more enormous flood disasters than those of the past. In this study, 40 available rainfall–runoff events were chosen to calibrate the applicable parameters of the models and to determine the relationships between the impervious surfaces and the calibrated parameters. Model inputs came from the outcomes of the block kriging method and the non‐linear programming method. In the optimal process, the shuffled complex evolution method and three criteria were applied to compare the observed and simulated hydrographs. The tendencies of the variations of the parameters with their corresponding imperviousness were established through regression analysis. Ten cases were used to examine the established equations of the parameters and impervious covers. Finally, the design flood routines of various return periods were furnished through use of approaches containing a design storm, block kriging, the SCS model, and a rainfall‐runoff model with established functional relationships. These simulated flood hydrographs were used to compare and understand the past, present, and future hydrological conditions of the watershed studied. In the research results, the time to peak of flood hydrographs for various storms was diminished approximately from 11 h to 6 h in different decrements, whereas peak flow increased respectively from 127 m³ s^?1 to 629 m³ s^?1 for different storm intensities. In addition, this study provides a design diagram for the peak flow ratio to help engineers and designers to construct hydraulic structures efficiently and prevent possible damage to human life and property. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

郑州市南郊地热井勘探     

李天生  范文  张文玉 《河南国土资源》2000,(1)

本文简要介绍了郑州市水文地质和地热地质条件 ;分析解释了在郑州市芦邢庄进行地热井定位勘探时取得的激电测深资料 ;确定了具体的地热钻探井位 ,给出了该井成井后的实际水温、水量等参数  相似文献   

动态周跳处理方法研究     

范龙  翟国君  柴洪洲  欧阳永忠 《海洋测绘》2010,(Z1):63-68

通过对基于滤波进行周跳处理的 DIA(detection、identification and adaptation)方法、两步 Kalman 滤波法以及连续周跳检验法的分析,提出了接收机高动态情况下也适用的,改进的动态周跳处理方法。 通过选取“当前冶统计模型作为滤波的状态模型,联合利用载波相位和多普勒观测值进行周跳辨识,同时对周跳偏差进行即时估计和改正。 利用机载测量数据模拟不同周跳发生的情况进行计算分析表明,即使在载体运动情况变化较大的情况下, 本文所提出的算法也能够较好的抵御机动误差的影响,对于多周跳和连续周跳的问题都能够快速准确的处理。  相似文献   

澳大利亚西北陆架中生界生储盖组合特征   总被引：6，自引：0，他引：6  

冯杨伟  屈红军  张功成  范玉海  关利群  雷露 《海洋地质前沿》2010,26(6)

澳大利亚西北陆架是一个贫油富气的地区,在近年的勘探开发中显示出广阔的前景。区域上包含4个盆地和1个造山带:北卡那封盆地、柔布克盆地、布劳斯盆地、波拿巴盆地和帝汶—班达褶皱带。西北陆架油气绝大多数集中在中生界。中生界发育4套主要烃源岩:三叠系湖相泥页岩、下—中侏罗统海相和海陆交互相碳质泥岩和煤系、上侏罗统海相页岩及下白垩统海相泥页岩;主要储集岩为中—上三叠统三角洲—边缘海相砂岩、下—中侏罗统砂岩、上侏罗统砂岩和白垩系砂岩;主要区域性盖层是下白垩统海相泥页岩。根据生储盖组合的沉积环境,主要发育海生海储海盖型和陆生陆储陆盖型两大生储盖组合类型。海生海储海盖型生储盖组合广泛分布于西北大陆架,是区域最重要的成藏组合。  相似文献   

巯基棉富集分离—冷原子吸收法测定天然水中痕量汞     

范美容  黄懿 《河南国土资源》1999,(4)

用巯基棉富集水中痕量汞，用饱和氯化钠的盐酸溶液解吸，冷原子吸收法测定。当水样取１ Ｌ时，最低检测浓度可达０－００３ μｇ／Ｌ，方法相对标准偏差为３－８ ％ ～６－９ ％ ，巯基棉汞平均回收率为９１－１％ 。该法操作简单、快速、富集倍数大，适用于天然水中痕量汞的分析。  相似文献   

Geochemical evidence of an extraterrestrial component in impact melt breccia from the Paleoproterozoic Dhala impact structure,India          下载免费PDF全文

Jayanta Kumar Pati  Wen Jun Qu  Christian Koeberl  Wolf Uwe Reimold  Munmun Chakarvorty  Ralf Thomas Schmitt 《Meteoritics & planetary science》2017,52(4):722-736

The Paleoproterozoic Dhala structure with an estimated diameter of ~11 km is a confirmed complex impact structure located in the central Indian state of Madhya Pradesh in predominantly granitic basement (2.65 Ga), in the northwestern part of the Archean Bundelkhand craton. The target lithology is granitic in composition but includes a variety of meta‐supracrustal rock types. The impactites and target rocks are overlain by ~1.7 Ga sediments of the Dhala Group and the Vindhyan Supergroup. The area was cored in more than 70 locations and the subsurface lithology shows pseudotachylitic breccia, impact melt breccia, suevite, lithic breccias, and postimpact sediments. Despite extensive erosion, the Dhala structure is well preserved and displays nearly all the diagnostic microscopic shock metamorphic features. This study is aimed at identifying the presence of an impactor component in impact melt rock by analyzing the siderophile element concentrations and rhenium‐osmium isotopic compositions of four samples of impactites (three melt breccias and one lithic breccia) and two samples of target rock (a biotite granite and a mafic intrusive rock). The impact melt breccias are of granitic composition. In some samples, the siderophile elements and HREE enrichment observed are comparable to the target rock abundances. The Cr versus Ir concentrations indicate the probable admixture of approximately 0.3 wt.% of an extraterrestrial component to the impact melt breccia. The Re and Os abundances and the ¹⁸⁷Os/¹⁸⁸Os ratio of 0.133 of one melt breccia specimen confirm the presence of an extraterrestrial component, although the impactor type characterization still remains inconclusive.  相似文献   

欧洲鳗鲡肝肾病病原菌的分离与鉴定   总被引：1，自引：0，他引：1  

吴斌  樊海平  曾占壮  张新艳  王凡 《中国海洋大学学报(自然科学版)》2010,40(11)

患肝肾病的养殖欧洲鳗鲡(Anguilla anguilla)出现肝、肾肿大,且肝脏具白色溃疡灶的症状。从肝脏中分离、纯化到优势细菌,定名AL60306NA1。人工感染试验证实:向欧洲鳗鲡腹腔内注射1.0×108cfu/mL菌株悬液,实验鱼死亡率达100.0%;注射1.0×107cfu/mL,死亡率为60.0%;形态学观察、API20E细菌鉴定试剂盒鉴定实验证明菌株AL60306NA1有动力、拥有革兰氏反应阴性、氧化酶阴性、H2O2酶阳性、兼性厌氧、发酵葡萄糖产酸产气、不发酵蔗糖和蜜二糖及L一阿拉伯糖、赖氨酸脱羧酶阳性、柠檬酸盐弱阳性、产生硫化氢和吲哚、MR阳性和典型的β-溶血等特征;16S rRNA特异性基因分析鉴定实验说明克隆的AL60306NA1 16S rRNA基因部份序列为1507bp、与迟缓爱德华氏菌(AB050829.1)的同源性达99.7%。综合上述结果,确定该菌株为养殖欧洲鳗鲡肝肾病的病原菌,并鉴定为迟缓爱德华氏菌(Edwardsiella tarda)野生型。用菌株AL60306NA1感染小白鼠实验测定该菌对小白鼠的LD50为7.1×105cfu/mL,同时自该菌株PCR扩增到长度约1000bp的溶血素基因特异性片段,结果表明菌株AL60306NA1有一定的致病力。  相似文献   

土压力滑楔理论的统一解   总被引：3，自引：0，他引：3  

翟越  林永亮  范文  俞茂宏 《地球科学与环境学报》2004,26(1):25-28

基于滑楔理论计算土压力的基本原理,运用考虑中间主应力效应的统一强度理论,对传统的土压力公式不能反映土体材料强度的中间主应力效应的公式进行了改进,推导了基于滑楔理论的土压力统一解公式,Coulomb和Rankine土压力公式为其特例.通过变换统一强度参数,可获得一系列的解.在工程运用中可根据土质和工程的实际情况,适当选择统一强度参数和应力状态来确定土压力的大小.  相似文献