微生物-CMC无固相钻井液固壁作用与机理初探          下载免费PDF全文

李之军  赵淦  向浩天  杜泽华  陈俊秀  刘阔 《探矿工程》2021,48(S1):249-253

松散破碎性地层孔壁失稳一直是困扰钻探工程界的难题之一,增强该类地层的胶结性,提高其力学性能是有效解决孔壁失稳的技术关键。本文将微生物诱导碳酸钙沉积（MICP）技术与CMC无固相钻井液相结合,构建微生物-CMC无固相钻井液体系。通过岩心浸泡实验、X射线衍射实验（XRD）以及扫描电镜分析两种微观分析手段对微生物-CMC无固相钻井液的固壁作用与机理进行了初探。结果表明：微生物-CMC无固相钻井液对松散破碎性地层具有较明显的加固作用,且作用时间越长,初始菌种浓度越高,钙源浓度越大,固壁效果越好。在固壁过程中,微生物随钻井液渗透进入试样内部,在松散颗粒之间诱导生成碳酸钙晶体,填充孔隙空间,将松散颗粒胶结成整体,并具有一定的力学强度,从而达到加固孔壁的目的。本研究结果为解决松散破碎性地层孔壁失稳提供了新的钻井液技术方案。  相似文献   

Numerical study of upper ocean response to a typhoon moving zonally across the Luzon Strait   总被引：1，自引：0，他引：1  

Yi-Chun Kuo  Ching-Sheng Chern  Joe Wang  Ya-Ling Tsai 《Ocean Dynamics》2011,61(11):1783-1795

The Luzon Strait (LS) is a wide channel between Taiwan and the Luzon islands. Eastward of the LS, the Kuroshio Current (KC) flows northward along the eastern coasts of Luzon and Taiwan. A typhoon is a strong and localized low-pressure weather system that occurs frequently in the vicinity of the Taiwan area. One typical typhoon track, passing through the seas surrounding Taiwan, is a zonal path across the LS. The satellite measured SST, corresponding to typhoons Pabuk (5 Aug. 2007–12 Aug. 2007) and Dujuan (29 Aug. 2003–5 Sep. 2003), which both moved along this path, demonstrated that a classic right bias cooling occurs to the north of the storm track, during the typhoon forced period. However, some cold anomaly water also present toward left (south) of the storm track east of the LS in the relaxation period. This paper adopted a three-dimensional hydrostatic primitive equation model to study the possible causes of this southward transport of cold waters. Both model results and the observed SST anomaly revealed that the strength of the upper ocean cooling depends on whether a resonant regime between the typhoon winds and the near-inertial currents can be excited. To the east of the LS, the convergence between the warm Kuroshio water and the cold wakes in the poststorm period will enhance the southward spreading of cold anomaly water. The enhanced vertical mixing, induced by the southward propagation of nearly inertial waves associated with the cold wakes, can also produce some cold anomaly to the south of a storm track in the poststorm period. Both mechanisms can contribute to the occurrence of some cold anomaly water to the south of the storm track east of the KC. To the west of the LS, the convergence between the warm Kuroshio water and the cold upwelling water from the northern South China Sea can further strengthen the Kuroshio front in the LS.  相似文献   

The Remediation of Perchloroethylene Contaminated Groundwater by Nanoscale Iron Reactive Barrier Integrated with Surfactant and Electrokinetics     

Shin-Shian Chen  Yi-Chu Huang  Tzu-Yen Kuo 《Ground Water Monitoring & Remediation》2010,30(4):90-98

In this study, nanoscale zero-valent iron (NZVI) particles were synthesized and utilized to integrate with surfactant and electrokinetics for the remediation of perchloroethylene (PCE). The average particle diameter and specific surface area of the lab-synthesized iron particles were 109.3 nm and 129.7 m² g^–1, respectively. Experiments were performed in a glass sandbox to simulate the transport and degradation of PCE in the aquifer. The results of the transport tests revealed that the PCE concentrations at the bottom layer was higher than those at the mid and upper layers, and that the surfactant Tween 80 showed its conspicuous mobilization for PCE in the aquifer. As the results of the degradation tests showed, NZVI activity could be promoted by electrokinetics that enhanced the remediation performance of PCE contaminated groundwater by the NZVI reactive barrier. Chlorinated byproducts were not detected during the degradation tests, that is, PCE was completely dechlorinated by NZVI in the reactive barrier. The information collected from this study will be useful for further application of the NZVI reactive barrier system to remediate the aquifers contaminated by the chlorinated solvents.  相似文献   

The influence of water retention curve hysteresis on the stability of unsaturated soil slopes     

Kuo‐Chen Ma  Yih‐Chi Tan  Chu‐Hui Chen 《水文研究》2011,25(23):3563-3574

Hysteresis is a common feature exhibited in hydraulic properties of an unsaturated soil. The movement of wetting front and the hysteresis effect are important factors which impact the shear strength of the unsaturated soil and the mechanics of shallow landslides. These failures are mainly triggered by the deepening of the wetting front accompanied by a decrease in matric suction induced by infiltration. This research establishes a method for determining a stability analysis of unsaturated infinite soil slopes, integrating the influence of infiltration and the water retention curve hysteresis. Furthermore, the present stability analysis method including the infiltration model and the advanced Mohr–Coulomb failure criterion calculates the variations of the safety factor (FS) in accordance with different slope angle, depth and hydrological processes. The experimentally measured data on the effect of hysteresis are also carried out for comparison. Numerical analyses, employing both wetting and drying hydraulic behaviour of unsaturated soil, are performed to study the difference in soil‐water content as observed in the experiments. The simulating approximations also fully responded to the experimental data of sand box. The results suggest that the hysteresis behaviour affect the distribution of soil‐water content within the slope indeed. The hysteresis made the FS values a remarkable recovery during the period of non‐rainfall in a rainfall event. The appropriate hydraulic properties of soil (i.e. wetting or drying) should be used in accordance with the processes that unsaturated soil actually experience. This method will enable us to acquire more accurate matric suction head and the unsaturated soil‐shear strength as it changes with the hysteretic flow, in order to calculate into the stability analysis of shallow landslides. An advanced understanding of the process mechanism afforded by this method is critical to realizing a reliable and appropriate design for slope stabilization. It also offers some immediate reference information to the disaster reduction department of the government. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

青藏高原东部暴雨的中尺度有效位能收支分析          下载免费PDF全文

Kuo Zhou  Lingkun Ran  Yi Liu  Xiuxia Tian 《大气和海洋科学快报》2021,14(2):53-59

针对2018年7月10-11日青藏高原东部一次暴雨过程,利用模式模拟资料分析了有效位能分布特征,成因及其对降水发展演变的影响.结果表明,有效位能主要分布在对流层低层4km以下和高层8-14km,高层有效位能和降水有更好的对应性西北冷平流和降水粒子下落的蒸发作用是低层有效位能高值中心的主要成因,而降水过程释放潜热带来的热力扰动叠加高原大地形造成的位温扰动是导致高层有效位能高值的主要原因.有效位能收支分析表明,有效位能的通量输送项以及与动能间的转换项是主要源汇项.低层有效位能的经向通量输送和动能向有效位能的转化补给了有效位能的耗散;高层有效位能向垂直动能转化增强垂直运动是促进降水发展演变的主要因素.高层有效位能与垂直运动之间的正反馈过程使得两者相关性较强;低层较长时间内均存在垂直动能向有效位能的转化,削弱了垂直运动,而西北冷平流使得低层有效位能有增强的趋势,因此二者相关性较弱.  相似文献   

地形追随垂直运动方程在南疆极端暴雨中的诊断分析          下载免费PDF全文

周括  冉令坤  蔡仁  屈涛  陈蕾 《大气科学》2022,46(3):745-761

针对2021年6月15～17日发生在昆仑山脉北坡的南疆极端暴雨过程,本文综合考虑地形对暴雨发生、发展的作用后,利用地形追随坐标控制方程并采用Boussinesq近似推导建立了地形追随坐标的非静力平衡广义垂直运动方程。诊断结果表明,经向气压梯度力耦合经向散度项（项一）、垂直气压梯度力耦合纬向散度项（项二）和非绝热加热经向梯度项（项三）是激发暴雨垂直运动发展演变的三个主要强迫项。项一体现了偏北风逐渐增强,在昆仑山脉的阻挡下导致经向辐合增强,触发了垂直上升运动。经向气流辐合始终是对流活动最主要的强迫过程,其次为纬向气流辐合。在地形追随坐标形式下,经向和垂直气压梯度能够增强项一和项二。对流发展阶段,水汽辐合与非绝热加热过程增强了非绝热加热经向梯度,促进了垂直上升运动发展。在地形的影响下,对流层中高层西风过山气流波动特征明显。重力波活动导致的高层辐散进一步促进了山脉迎风坡对流活动。经向和纬向气流辐合、非绝热加热过程以及重力波活动等多个因素共同造成了此次南疆极端暴雨。  相似文献   

一次暴雨中尺度涡旋发展机制诊断分析研究          下载免费PDF全文

焦宝峰  冉令坤  李舒文  周括 《大气科学》2022,46(3):762-774

中尺度涡旋可以持续激发新对流,是造成局地持续性降水的重要系统。基于经典涡度方程的诊断无法描述热力信息对于涡旋发展的贡献。本文采用Boussinesq近似对涡度方程进行整理,将方程唯一强迫项定义为垂直速度位涡,其形式与位涡类似,利用垂直速度替换位温。进一步在垂直速度位涡倾向方程中,以气压水平梯度的形式引入热力过程的间接作用,定量描述动热力配置的贡献。以2021年6月15日发生在南疆的一次极端暴雨为例,利用高分辨率数值模拟资料,初步分析了低层动热力强迫作用向垂直涡度的传递。结果表明,垂直速度位涡的局地变化主要来自热力强迫项中低层垂直风切变与低层冷池的耦合作用,两者在降水区前侧产生大范围的正值区。该区域与垂直速度位涡的正值区重叠,促进垂直速度位涡的增长,进而维持降水前缘的正涡度,有利于产生较强的上升运动,触发新对流并造成持续性降水。  相似文献   

A higher-order σ-coordinate non-hydrostatic model for nonlinear surface waves     

Chih-Chieh Young  Jan-Tai Kuo 《Ocean Engineering》2007,34(10):1357-1370

A higher-order non-hydrostatic model in a σ-coordinate system is developed. The model uses an implicit finite difference scheme on a staggered grid to simultaneously solve the unsteady Navier-Stokes equations (NSE) with the free-surface boundary conditions. An integral method is applied to resolve the top-layer non-hydrostatic pressure, allowing for accurately resolving free-surface wave propagation. In contrast to the previous work, a higher-order spatial discretization is utilized to approximate the large horizontal pressure gradient due to steep surface waves or rapidly varying topographies. An efficient direct solver is developed to solve the resulting block hepta-diagonal matrix system. Accuracy of the new model is validated by linear and nonlinear standing waves and progressive waves. The model is then used to examine freak (extreme) waves. Features of downshifting focusing location and wave asymmetry characteristics are predicted on the temporal and spatial domains of a freak wave.  相似文献   

1976年夏季东海陆架区浮游植物生态的研究     

郭玉洁  杨则禹 《海洋科学集刊》1982,(19):11-32

关于东海浮游植物,虽然国内、外都有人进行过一些调査研究,取得一些成果,但因调查时间较短或调查范围較小所获资料不全,都未能代表东海浮游植物的全貌。中国科学院海洋研究所继全国海洋综合调査之后,自1976年夏季又在东海陆架区进行了综合调查。这次调查，分析了东海浮游植物的个体数量和种数的分布状况,讨论了其主要种类的生态性质、群落组成和它们与水文环境的关系,对东海浮游植物的生态状况有了进一步了解。 1976年夏季在东海陆架区进行了两次(6月25日至7月23日和8月27日至9月21日)调查,调查范围南到北纬26°30′,东到东经127°,在沿纬度安排的6个断面共44个测站上(第一航次还在黄海南部增加一斜断面),分別进行了水文观测,并用网目为64平方微米的小型浮游生物网(Juday phytoplankton net),从水底到表面垂直拖网进行浮游植物采样,以个体计数法计数分析。  相似文献   

Estimation of Water Particle Velocities by Empirical Transfer Function     

Chiu Yung-Fang Kuo Yi-Yu Chief of Coastal Engineering Division 《中国海洋工程》1997,(4)

-In previous and this studies it appears that the linear and nonlinear wave theory can notaccurately and easily predict the water particle velocities.Therefore,different from the theoretical consider-ations,in this study we have attempted to determine the transfer function empirically.Laboratory experi-ments were performed under various wave conditions.The empirical formulas of the transfer function ofthe wave height,angular frequency and water particle velocity were obtained on the basis of these test databy dimensional analysis and regression analysis.In intermediate and deep water depth conditions,thetransfer function was only a function of a nondimensional parameter which is composed of the angular fre-quency,the depth of the velocity gauge under the still water level,water depth and the acceleration of grav-ity.Finally,the empirical formulas were compared with experimental data and observational data formpresent and Cavaleri's(1978)studies.The empirical formulas were found to be in sufficient correl  相似文献