Preliminary study on assessment of nutrient transport in the Taihu Basin based on SWAT modeling

With the Taihu Basin as a study area, using the spatially distributed and mechanism-based SWAT model, preliminary simulations of nutrient transport in the Taihu Basin during the period of 1995:_2002 has been carried out. The topography, soil, meteorology and land use with industrial point pollution discharge, the loss of agricultural fertilizers, urban sewerage, and livestock drainages were all considered in the boundary conditions of the simulations. The model was calibrated and validated against water quality monitoring data from 2001 to 2002. The results show that the annual total productions of nitrogen (TN) and phosphorus (TP) into Lake Taihu are 40000t and 2000t respectively. Nutrient from the Huxi Region is a major resource for Lake Taihu. The non-point source (surface source) pollution is the main form of catchment sources of nutrients into Lake Taihu, occupied TN 53% and TP 56% respectively. TN and TP nutrients from industrial point pollution discharge are 30% and 16%, and sewerage in both forms of point source and non-point source are TN 31% and TP 47%. Both the loss of agricultural fertilizers and livestock drainages from the catchment should be paid more attention as an important nutrient source. The results also show that SWAT is an effective model for the simulation of temporally and spatially nutrient changes and for the assessment of the trends in a catchment scale.     

Robust biased estimation and its applications in geodetic adjustments

In this paper, a number of robust biased estimators (e.g. ordinary robust ridge estimator, robust principal components estimator, robust combined principal components estimator, robust single-parametric principal components estimator, robust root-root estimator) are established by means of a unified expression of biased estimators and based on the principle of equivalent weight. The most attractive advantage of these new estimators is that they can not only overcome the ill-conditioning of the normal equation but also have the ability to resist outliers. A numerical example is used to illustrate that these new estimators are much better than the least-squares estimator and various biased estimators even when both ill-conditioning and outliers exist. Received: 14 November 1995/Accepted: 11 February 1998     

秩亏自由网平差的一种新解法

提出秩亏自由网平差的一种新解法,只亲知道误差方程系数阵中ｔ０个线性无关的列向量,就能很快地得到最小二乘最小范数解,实际计算表明,这种新解法是简单有效的。     

An experimental study of effect of pre‐existing fabric on deformation of foliated mylonite at high temperature and pressure

We performed deformation experiments on a foliated mylonite under high temperature and pressure conditions in this study. To investigate the effect of pre‐existing fabric on the rheology of rocks, our samples were drilled from natural mylonite with the cylinder axis parallel to the foliation (PAR) and perpendicular to the foliation (PER). We performed 25 tests on seven PAR samples and 21 tests on seven PER samples at temperatures ranging from 600 to 890 °C, confining pressures ranging from 800 to 1400 MPa, and steady‐state strain rates of 1 × 10⁻⁴, 1 × 10⁻⁵ and 2.5 × 10⁻⁶ s⁻¹. In the temperatures of 600–700 °C, the deformation is accommodated by semi‐brittle flow, with the average stress exponent being 6–7 assuming power law flow; in the temperature range of 800–890 °C, deformation is mainly by plastic flow, with an average stress exponent of n = 3 and activation energies of Q = 354 ± 52 kJ/mol (PER and PAR samples). The experimental results show that the strengths of PER samples are higher than those of PAR samples. Deformation microstructures have been studied by optical and electron microscopy. The original foliation of PER samples is destroyed by deformation and replaced by a new foliation, but the deformation of PAR samples followed the original foliation. Electron backscatter diffraction (EBSD) measurements show a strong lattice preferred orientation (LPO) of the quartz c axis fabrics of the starting samples and deformed PER and PAR samples. However, the c axis fabric of quartz in experimentally deformed PER and PAR samples varied with temperature and strain rate is different from that seen in the starting mylonite sample. The initial quartz c axis fabric of the starting mylonite sample has been transformed into a new fabric during experimental deformation. Dehydration melting of biotite and hornblende occurred in both PER and PAR samples at temperatures of 800–890 °C. Copyright © 2014 John Wiley & Sons, Ltd.     

近地铁结构地连墙施工技术可行性分析与应用

随着城市经济建设的飞速发展,城市地下空间开发项目日益增多。工程施工中经常遇到紧邻地下建筑物进行开挖、钻进等情况,特别是地下连续墙这样较大面积深层开挖的工法,势必会对原有地下建筑造成一定影响,稍有不慎,便会造成安全质量事故。结合工程实例,简要介绍了地下连续墙在上海市某紧邻地铁结构基坑工程中的应用。通过可行性分析,采取相关的施工过程控制措施使其在施工过程中对地铁结构的变形影响达到最小,实践证明了该法对同类复杂工程的适应性。     

Prevention of water and quicksand inrush during extracting contiguous coal seams under the lowermost aquifer in the unconsolidated Cenozoic alluvium—a case study

Extracting the contiguous coal seams under the lowermost aquifer in the unconsolidated Cenozoic alluvium is apt to water and quicksand inrush. By using a series of investigation methods including empirical formulas, numerical simulation, theoretical analysis, etc., the study focused on the fracture and the excess pore water pressure in the overlying strata in the process of extracting no. 8 coal seam firstly and no. 9 coal seam (under no. 8 coal seam) subsequently in no. 8102 working face of Luling coal mine in the north of Anhui Province of China. When no. 8 coal seam was extracted, the water-conducting fractured zone penetrated into the lowermost aquifer and rapid dissipation of excess pore water pressure above the gob occurred, accompanied by relatively high seepage hydraulic gradient over the headgate and the tailgate. When no. 9 coal seam was extracted, failure did not obviously extend upwards and the excess pore water pressure decreased slowly and a relatively high seepage hydraulic gradient transferred downwards from the headgate to the tailgate in the inclined profile. The safe water head (H _s) in the lowermost aquifer was confirmed to 15.6 m. Therefore, water and quicksand inrush was avoided effectively in the process of extracting the contiguous coal seams by dewatering, controlling mining height, and laying double resistance nets in the working face.     

低频时码信号正交解调技术研究

采用正交叠加和正交采样技术，提出了更大程度上数字化的低频时码信号正交解调的设计方案。同时，分析了这种解调方法的虚假抑制和抗镜像干扰能力。分析表明所论述的解调技术易于实现数字化，且成本低廉，具有一定的实用价值。     

渤海湾周缘高温地热异常特征及深部热结构分析

渤海湾周缘高温地热异常区是华北重要的地热资源区,研究其浅层高温地热异常及深层高温地热结构,是解决中国东部高温地热勘查开发瓶颈的重要基础,对加快构建东部现代能源体系、推进“双碳”目标进程具有重要的科学意义。利用最新的中国大陆岩石圈速度模型USTClitho2.0和航磁资料,在大地热流资料约束下,本文计算了渤海湾周缘浅层与深层高温热结构,结果表明:该区居里面平均深度20.8km,居里温度420℃,中、上地壳高温热结构与居里面起伏形态密切相关。上地壳生热率随深度增大而递减,反映了放射性生热元素向上迁移、在浅层富集的垂向分异特征。Moho面温度在600～800℃之间,岩石圈底界面1300℃等温面深度在66.3～97.5 km之间,平均值为76.8 km。依据USTClitho2.0模型Vp、Vs速度结构,本文修正了前人的地壳分层结构及上地壳生热率,计算了研究区内全部91个大地热流点的壳幔热流比,结果表明:Qc/Q=56.4%、Qm/Q=43.6%, Qc/Q>Qm/Q,显示该区为“热壳”结构。前人认为此区是“冷壳热幔”型热结构,本文的计算结果修正了前人的认识,指出上地壳层热流在地表总热流...     

常州润华环球中心深基坑支护效果分析

常州润华环球中心基坑工程一区开挖深度达18 m,采用钻孔灌注排桩和内支撑作为支护结构。基坑施工过程中对基坑顶部的沉降位移和水平位移进行了监测。基坑工程施工结束后基坑顶部的沉降位移和水平位移达到稳定值（分别为25 mm和40 mm）,整体支护效果显著。但在基坑第三次开挖结束后第二道支撑构筑完成之前,基坑顶部的沉降位移和水平位移速率突然增大,直至第二道支撑构筑完成后增速才缓慢降低。提高第二道支撑的标高有利于降低基坑的变形,提高支护效果。     

广东东莞黑头山花岗岩体成岩时代及成因研究

广东东莞厚街黑头山黑云母二长花岗岩体锆石SHRIMP U-Pb测定其岩浆结晶年龄为151.6 Ma(晚侏罗世),属燕山期岩浆活动产物。岩石化学成分富SiO2(70%),富K2O(4%);相对贫Al2O3(12%~14.4%),贫Sr、Ba、Eu、Ti和P;稀土配分曲线呈海鸥型,具明显的负铕异常。多方法综合判断认为黑头山花岗岩具明显的A型花岗岩特征,属弱过铝质A1型花岗岩,应是燕山期岩石圈拉张减薄构造背景下所形成的侵入岩体。