Composts Containing Natural and Mg‐Modified Zeolite: The Effect on Nitrate Leaching,Drainage Water,and Yield     

Hajar Taheri‐Soudejani  Manouchehr Heidarpour  Mohammad Shayannejad  Hossein Shariatmadari  Hossein Kazemian  Majid Afyuni 《洁净——土壤、空气、水》2019,47(8)

  相似文献   

确定似大地水准面的Hotine-Helmert边值解算模型   总被引：1，自引：1，他引：0  

马健  魏子卿  任红飞 《测绘学报》2019,48(2):153-160

空间大地测量技术的发展使大地高的观测成为可能,从而为第二大地边值问题的研究带来了新的机遇,本文对基于Helmert第二压缩法的第二边值问题(简称为Hotine-Helmert边值问题)展开研究。首先介绍了地形直接、间接影响的定义与算法,然后推导了Hotine-Helmert边值问题的解算模型。Hotine-Helmert边值理论无须计算地形压缩对重力的次要间接影响,因而较Stokes-Helmert边值理论更简单。此外,文中引入了一种低阶修正的Hotine截断核函数,该核函数较传统的截断核函数能有效地改善似大地水准面的解算精度。为了验证本文构建的Hotine-Helmert边值解算模型的有效性和实用性,本文将EIGEN-6C4模型的前360阶作为参考模型,利用Hotine-Helmert边值解算模型构建了我国中部地区6°×4°范围、1.5′×1.5′分辨率的重力似大地水准面,其精度达到±4.8 cm。  相似文献   

Remote sensing mapping of macroalgal farms by modifying thresholds in the classification tree     

Yuhan Zheng  Carlos M. Duarte  Jiang Chen  Dan Li  Zhaohan Lou 《国际地球制图》2019,34(10):1098-1108

Remote sensing is the main approach to map aquatic vegetation, and classification tree (CT) is superior to various classification methods. Based on previous studies, modified CT can be developed from traditional CT by adjusting the thresholds based on the statistical relationship between spectral features to classify different images without ground-truth data. However, no studies have yet employed this method to resolve marine vegetation. In this study, three Gao-Fen 1 satellite images obtained on 30 January 2014, 5 November 2014 and 21 January 2015 were selected, and two features were then employed to extract macroalgae farms. Results show that the overall accuracies of traditional CTs for three images are 92.0, 94.2 and 93.9%, respectively, whereas those of the two corresponding modified CTs for images obtained on 21 January 2015 and 5 November 2014 are 93.1 and 89.5%, respectively. This indicates modified CTs can map macroalgae with multi-date imagery and monitor their spatiotemporal distribution in coastal environments.  相似文献   

基于改进两步移动搜索法的北碚区医疗设施空间可达性分析   总被引：2，自引：0，他引：2  

傅俐  王勇  曾彪  毛泳  高敏 《地球信息科学学报》2019,21(10):1565-1575

针对当前医疗资源分布不均问题,本文以重庆市北碚区为例,以行政村为最小研究单元,借助GIS空间分析技术,将多级半径和高斯距离衰减函数相结合来改进两步移动搜索法,对北碚区医疗设施空间可达性进行研究。结果表明：① 改进两步移动搜索法综合考虑了医院等级规模对居民的吸引力、距离衰减因素对居民出行意愿的影响等因素,在识别高可达性区域内部差异和边缘低可达性区域方面具有较高的敏感性,因此其计算结果能够更准确地刻画北碚区的医疗设施空间可达性特征;② 北碚区整体医疗设施空间可达性较好,呈现由中心向四周递减的特征;③ 借助冷热点分析发现北碚区医疗设施可达性空间差异大,两极分异显著,高值区主要集中在东阳街道、朝阳街道、天生街道、北温泉街道和龙凤桥街道等中心城区,低值区主要集中在金刀峡镇、柳荫镇、三圣镇、复兴街道和静观镇等边缘地区。研究结果可为相关部门制定决策规划提供依据。  相似文献   

Impact assessment of modified clay on embryo-larval stages of turbot Scophthalmus maximus L.     

ZHANG Yue  SONG Xiuxian  YU Zhiming  ZHANG Peipei  CAO Xihua  YUAN Yongquan 《海洋湖沼学报（英文）》2019,(3):1051-1061

Using modified clay is one of the most promising methods for the mitigation of harmful algal blooms(HABs).However,the environmental impact of modified clay has become a subject of global concern.In this study,turbot(Scophthalmus maximus L.)embryos were used as a model to assess the effect of modified clay on this sensitive stage of fish development.Results show that the 24 and 48h LC 50(median lethal concentrations)of the modified clay were 1.70 and 1.65 g/L,and the safe concentration was 0.47 g/L,which is much higher than the concentration used to treat HAB.The modified clay did not affect significantly the hatchability of turbot embryos but when the concentration exceeded 0.50 g/L,the deformity rate of newly hatched larvae increased significantly.The total length,specific growth rate(SGR)and yolk sac absorption rate of larvae reached their peaks at 0.50 g/L and then gradually decreased as the concentration of modified clay increased.Therefore,a moderate amount of modified clay does not harm the survival and hatching of turbot embryos,or the growth and development of newly hatched larvae.  相似文献   

改进的SCS模型在黑龙江省中小流域径流模拟中的应用     

顾雯  李丽  石晓丹  满霞玉  申瑞凤 《水文》2017,37(3):70-74

针对黑龙江省中小流域特征,以烟筒山、铁力、岔林河桥、中和4个流域为研究区,引入初损比例m和系统偏差系数k两个参数对SCS模型进行改进,探讨改进的SCS模型在模拟黑龙江中小流域降雨-径流的可行性。结果表明:改进的SCS模型模拟的效率系数均为0.80以上,可以有效的模拟黑龙江省中小流域的降雨-径流。  相似文献   

不同破坏准则下水合物沉积物的统计损伤模型     

王辉  周世琛  周博  薛世峰  林英松  吴海明 《岩土力学》2020,41(12):4015-4026

利用连续介质损伤力学理论与概率统计方法,假设水合物沉积物微元强度服从Weibull分布,在现有室内三轴和直剪试验数据的基础上,考虑水合物饱和度的影响,分别建立了基于修正Mohr-Coulomb强度准则和修正Lade-Duncan强度准则的水合物沉积物统计损伤本构模型,并将理论模型预测结果与室内试验进行对比,验证了模型的有效性。结果显示：基于Lade-Duncan强度准则的损伤本构模型能够较准确地反映水合物沉积物峰前的应力?应变规律,而基于修正Mohr-Coulomb强度准则的损伤本构模型则对于模拟峰后的应变软化特征有较好的适用性。对于在低有效围压、不同水合物饱和度条件下的水合物沉积物,基于修正Mohr-Coulomb强度准则的损伤本构模型的模拟精确性要优于基于修正Lade-Duncan准则的损伤模型;而在同一饱和度、不同有效围压条件下,基于修正Lade-Duncan强度准则的损伤本构模型的模拟结果则要优于基于修正Mohr-Coulomb强度准则的损伤本构模型。  相似文献   

三维数值流形法块体切割技术研究     

柯锦福  王水林 《岩土力学》2020,41(10):3473-3480

运用布尔碎片运算实现了简单的三维块体切割功能,形成覆盖整个求解域的六面体网格,再将六面体单元拆分生成48个四面体单元,从而生成四面体数学覆盖。运用布尔交运算将四面体单元与求解域求交集得到流形块体,再根据三维拓扑有向性原理和三维单纯形积分理论,形成了有向边、有向环、有向面和有向壳4种有向几何数据结构,用来构造生成封闭的有向三维流形单元。定义了有向流形单元的连通内面对和连通的有向流形单元的概念,利用有向流形单元的连通内面对搜索生成物理覆盖体系。概括总结了基于修正对称和反对称分解的三维数值流形元法的求解计算要点,在不考虑三维接触、三维裂纹尖端奇异场和三维裂纹扩展的假设下,模拟了三维节理面的有限塑性变形张拉过程,得到了比较合理的数值模拟结果,验证了前处理和计算求解算法的正确性。  相似文献   

Modified sliding‐mode bang–bang control for seismically excited linear structures     

Guo‐ping Cai  Jin‐zhi Huang  Feng Sun  Chao Wang 《地震工程与结构动力学》2000,29(11):1647-1657

Recently, sliding‐mode control (SMC) methods have been investigated for application to seismically excited civil engineering structures and have proved to be effective control strategic methods. On the other hand, although another class of well‐known optimal control laws, the so‐called ‘bang–bang’ control, has been investigated for several decades, their potential in civil engineering structural control has not been fully exploited. The purpose of this paper is to present a new control law for civil engineering structures, which is the sliding‐mode bang–bang control (SMBBC). The SMBBC method is a combination of the SMC and the bang–bang control. In consideration of actuators not suitable for high‐speed switching of control forces in the SMBBC in practice, modified sliding‐mode bang–bang control (MSMBBC) law is proposed and demonstrated to be able to provide the same control effects as the SMBBC case. Condition modified sliding‐mode bang–bang control (CMSMBBC) law is also investigated in this paper. In the CMSMBBC case, actuators act only when response quantities exceed some designated threshold values. The determination method of maximum control‐forces for actuators is investigated through example computation. The performance and robustness of the proposed control methods are all demonstrated by numerical simulation. Simulation results demonstrate that the presented methods are viable and an attractive control strategy for application to seismically excited linear structures. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献   

Stiffened steel box columns. Part 1: Cyclic behaviour     

Hanbin Ge  Shengbin Gao  Tsutomu Usami 《地震工程与结构动力学》2000,29(11):1691-1706

This paper aims to study the cyclic inelastic behaviour of stiffened steel box columns failed by local and overall interaction instability under a constant compressive axial force and cyclic lateral loading. Such columns find broad application in steel bridge piers. The columns are of box sections with longitudinal stiffeners. In the analysis, a modified two‐surface plasticity model developed at Nagoya University is employed to model material non‐linearity. For comparison, analyses using classical isotropic‐ and kinematic‐hardening models are also carried out. Hysteretic curves and buckling modes obtained from analysis using the two‐surface model and classical models are compared with experimental results. Moreover, the progression of deformation from occurrence of local buckling to structural failure is discussed in detail. The comparisons show that the use of an accurate plasticity model is quite important in the prediction of both the cyclic inelastic behaviour and failure characteristic of steel box columns failed by coupled local and overall instability. It is found that the modified two‐surface model is a satisfactory model in predicting the cyclic hysteretic behaviour of both the thin‐ and thick‐walled steel box columns. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献