三峡库首区重点断裂围限区蓄水的加卸载效应

通过对蓄水前后三峡库首区构造应力场进行三维数值模拟发现,相对于蓄水前,蓄水至135 m水位时,官渡口断裂-马鹿池断裂-牛口断裂围限区、秭归地理中心和九湾溪断裂带,出现了4个主应力下降区和共轭的主应力增长区,形成了差应力场;175 m水位与135 m水位相比,局部差应力场呈现逆向变化,即形成了加载效应与卸载效应的交替过程。这一过程,可能是水库诱发地震的诱震(或触震)因素。     

A two-dimensional finite volume hydrodynamic model for coastal areas: Model development and validation

A two dimensional implicit finite volume scheme for solving the shallow-water equations is developed. The effects of the Coriolis force, surface wind stress, and waves are included. A non-uniform rectilinear forward staggered grid is used with Cartesian coordinates. The time integration is performed using the Euler implicit technique. The convective flux is treated using the deferred correction method. The viscous terms are discretized using a second order central difference approximation. The SIMPLE (Semi-Implicit Method for Pressure-Linked Equations) algorithm is used for coupling the velocity components and the water elevation gradient for the water level correction. The system of equations is solved sequentially using the Strongly Implicit Procedure (SIP). To simulate wave driven current, a phase averaged wave model is used first to simulate wave transformation and calculate radiation stresses. The performance of the developed model is validated for different sources of external forces and different combinations of boundary conditions. The validation cases include tidal circulation in a harbor and wave induced currents behind a breakwater parallel to the coastline. The model is finally applied to simulate the flow pattern in a closed artificial lagoon and along the coastline near Damietta Port located along the Northern coast of Egypt. Results of the developed model agree well with the published results for the considered cases.     

亚铁离子对赤潮异弯藻种群消长和部分生化特性的影响

报道了KCl对方斑东风螺(Babylonia aerolato Link)浮游幼虫变态的诱导作用.结果表明,在水体200 mL,幼虫20只,KCl连续作用12 h的条件下,当KCl浓度不超过8×10-3 mol/L且幼虫日龄小于12 d时,诱导变态率为0～15%,诱导效果不稳定;当KCl浓度达到11×10-3 mol/L且幼虫日龄达到15 d时,浮游幼虫变态率超过95%.在水体850 L,幼虫2.0×105～2.5×105只,KCl连续作用9 h的条件下,KCl浓度为17×10-3mol/L,日龄15 d的幼虫变态率达90%.浮游幼虫日龄越大,KCl添加浓度越高,作用时间越长,KCl诱导变态作用越明显.KCl对方斑东风螺幼虫有毒性作用,日龄越小,浓度越大,作用时间越长,毒性越大.日龄12 d的浮游幼虫,KCl添加浓度11×10-3mol/L作用20 h诱导变态的稚螺,未发现其生长和存活受到KCl的不良影响.综合本实验的结果,KCl诱导变态较为安全有效的条件是:浮游幼虫日龄不小于15 d,添加浓度11×10-3～14×10-3 mol/L,作用时间不超过12 h.     

KCl对方斑东风螺浮游幼虫变态的诱导作用

报道了KCl对方斑东风螺(Babylonia aerolatoLink)浮游幼虫变态的诱导作用。结果表明,在水体200 mL,幼虫20只,KCl连续作用12 h的条件下,当KCl浓度不超过8×10-3mol/L且幼虫日龄小于12 d时,诱导变态率为0~15%,诱导效果不稳定;当KCl浓度达到11×10-3mol/L且幼虫日龄达到15 d时,浮游幼虫变态率超过95%。在水体850 L,幼虫2.0×105~2.5×105只,KCl连续作用9 h的条件下,KCl浓度为17×10-3mol/L,日龄15 d的幼虫变态率达90%。浮游幼虫日龄越大,KCl添加浓度越高,作用时间越长,KCl诱导变态作用越明显。KCl对方斑东风螺幼虫有毒性作用,日龄越小,浓度越大,作用时间越长,毒性越大。日龄12 d的浮游幼虫,KCl添加浓度11×10-3mol/L作用20 h诱导变态的稚螺,未发现其生长和存活受到KCl的不良影响。综合本实验的结果,KCl诱导变态较为安全有效的条件是:浮游幼虫日龄不小于15 d,添加浓度11×10-3~14×10-3mol/L,作用时间不超过12 h。     

Numerical Prediction of Induced Pressure and Lift of the Planing Surfaces

This paper discusses the numerical prediction of the induced pressure and lift of the planing surfaces in a steady motion based on the potential flow solver as well as the spray drag by use of the practical method.The numerical method for computation of the induced pressure and lift is potential-based boundary element method.Special technique is identified to present upwash geometry and to determine the spray drag.Numerical results of a planing flat plate and planing craft model 4666 are presented.It is shown that the method is robust and efficient and the results agree well with the experimental measurements with various Froude humors.     

西部戈壁荒漠区大极距激电找矿试验分析

本文主要介绍在西部戈壁荒漠区东天山土屋铜矿上进行大极距激电方法的试验效果,讨论各参数变化对测量结果的不同影响,阐述在该类地区进行大极距激电工作时应采取的原则和措施。     

基于可靠性的海洋立管疲劳安全系数研究

综合考虑了立管疲劳安全系数取值的相关因素——立管的安全等级、设计寿命、检验周期、载荷和损伤计算方法等的不确定性,提出了基于可靠度的疲劳安全系数确定方法,筛选了用于计算波致疲劳和VIV(涡激振动)疲劳的随机变量,给出了立管波致疲劳与VIV疲劳安全系数的计算流程,并以某SCR(钢悬链线立管)为例进行了安全系数计算。结果表明,该方法的计算结果优于传统的安全系数确定方法,尤其适合于特殊工程方案或新颖设计的立管疲劳校核。     

德尔尼钴铜矿床物探勘查方法优选

德尔尼钴铜矿床主要矿石为致密块状含铜黄铁矿,上世纪60年代通过在矿区和外围投入11∶0000面积性自电、磁法测网,圈定自电异常28处,其中确定为矿致异常的14处,自电方法在德尔尼铜钴矿勘探初期发挥了重要作用。但利用这种找矿模式,从上世纪70年代至今,矿区外围找矿尚无突破性进展,这就需要对勘查方法进行比较与优选。本文通过对前人在矿区进行的物探方法加以比较,设计地电模型,进行瞬变电磁方法模拟计算,分析用瞬变电磁法探测矿体的有效性并在已知矿区进行的瞬变电磁剖面试验中获得成功,试验方法效果好,可以用于进一步外围找矿。     

论直流激发极化法的视电阻率参数

直流激发极化法,计算视电阻率的一次场采集于供电方波的末端时间,从而包含了被激发形成的二次场。在高极化率地质体上,得到的视电阻率将削弱其低阻特性或放大高阻特性。为此,建议在野外工作中,应对所采集的一次场作适当的处理后,再计算视电阻率,以降低这种影响。     

Preconditioned IDR(s) iterative solver for non‐symmetric linear system associated with FEM analysis of shallow foundation

Non‐associated flow rule is essential when the popular Mohr–Coulomb model is used to model nonlinear behavior of soil. The global tangent stiffness matrix in nonlinear finite element analysis becomes non‐symmetric when this non‐associated flow rule is applied. Efficient solution of this large‐scale non‐symmetric linear system is of practical importance. The standard Krylov solver for a non‐symmetric solver is Bi‐CGSTAB. The Induced Dimension Reduction [IDR(s)] solver was proposed in the scientific computing literature relatively recently. Numerical studies of a drained strip footing problem on homogenous soil layer show that IDR(s = 6) is more efficient than Bi‐CGSTAB when the preconditioner is the incomplete factorization with zero fill‐in of global stiffness matrix K_ep (ILU(0)‐K_ep). Iteration time is reduced by 40% by using IDR(s = 6) with ILU(0)‐K_ep. To further reduce computational cost, the global stiffness matrix K_ep is divided into two parts. The first part is the linear elastic stiffness matrix K_e, which is formed only once at the beginning of solution step. The second part is a low‐rank matrix Δ, which is re‐formed at each Newton–Raphson iteration. Numerical studies show that IDR(s = 6) with this ILU(0)‐K_e preconditioner is more time effective than IDR(s = 6) with ILU(0)‐K_ep when the percentage of yielded Gauss points in the mesh is less than 15%. The total computation time is reduced by 60% when all the recommended optimizing methods are used. Copyright © 2013 John Wiley & Sons, Ltd.