上海地源热泵系统对地质环境的热影响分析     

高世轩 《上海国土资源》2012,33(1):67-70

根据地源热泵工程试验场两年监测数据,分析了地下换热区地温场分布特征以及地源热泵系统短期运行对地质环境的热影响效应。换热区地温场分布主要受气温、建筑冷热负荷、原始地温、岩土导热系数、与换热孔距离等因素影响。在吸排热比基本平衡的条件下,地源热泵系统对地质环境的热影响较小。选择合理的埋管间距,充分利用地源热泵的热回收功能,采用冷却塔—地埋管、地表水—地埋管等复合系统,有助于消除吸排热比不平衡现象。  相似文献   

Observations and model estimates of diurnal water temperature dynamics in mosquito breeding sites in western Kenya     

K. P. Paaijmans  A. F. G. Jacobs  W. Takken  B. G. Heusinkveld  A. K. Githeko  M. Dicke  A. A. M. Holtslag 《水文研究》2008,22(24):4789-4801

Water temperature is an important determinant of the growth and development of malaria mosquito immatures. To gain a better understanding of the daily temperature dynamics of malaria mosquito breeding sites and of the relationships between meteorological variables and water temperature, three clear water pools (diameter × depth: 0·16 × 0·04, 0·32 × 0·16 and 0·96 × 0·32 m) were created in Kenya. Continuous water temperature measurements at various depths were combined with weather data collections from a meteorological station. The water pools were homothermic, but the top water layer differed by up to about 2 °C in temperature, depending on weather conditions. Although the daily mean temperature of all water pools was similar (27·4–28·1 °C), the average recorded difference between the daily minimum and maximum temperature was 14·4 °C in the smallest versus 7·1 °C in the largest water pool. Average water temperature corresponded well with various meteorological variables. The temperature of each water pool was continuously higher than the air temperature. A model was developed that predicts the diurnal water temperature dynamics accurately, based on the estimated energy budget components of these water pools. The air–water interface appeared the most important boundary for energy exchange processes and on average 82–89% of the total energy was gained and lost at this boundary. Besides energy loss to longwave radiation, loss due to evaporation was high; the average estimated daily evaporation ranged from 4·2 mm in the smallest to 3·7 mm in the largest water pool. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   

Numerical simulation of a dam break for an actual river terrain environment     

C. B. Liao  M. S. Wu  S. J. Liang 《水文研究》2007,21(4):447-460

A two‐dimensional (2D) finite‐difference shallow water model based on a second‐order hybrid type of total variation diminishing (TVD) approximate solver with a MUSCL limiter function was developed to model flooding and inundation problems where the evolution of the drying and wetting interface is numerically challenging. Both a minimum positive depth (MPD) scheme and a non‐MPD scheme were employed to handle the advancement of drying and wetting fronts. We used several model problems to verify the model, including a dam break in a slope channel, a dam break flooding over a triangular obstacle, an idealized circular dam‐break, and a tide flow over a mound. Computed results agreed well with the experiment data and other numerical results available. The model was then applied to simulate the dam breaking and flooding of Hsindien Creek, Taiwan, with the detailed river basin topography. Computed flooding scenarios show reasonable flow characteristics. Though the average speed of flooding is 6–7 m s^?1, which corresponds to the subcritical flow condition (Fr < 1), the local maximum speed of flooding is 14·12 m s^?1, which corresponds to the supercritical flow condition (Fr ≈ 1·31). It is necessary to conduct some kind of comparison of the numerical results with measurements/experiments in further studies. Nevertheless, the model exhibits its capability to capture the essential features of dam‐break flows with drying and wetting fronts. It also exhibits the potential to provide the basis for computationally efficient flood routing and warning information. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

Least‐square support vector machine applied to settlement of shallow foundations on cohesionless soils     

Pijush Samui  T. G. Sitharam 《国际地质力学数值与分析法杂志》2008,32(17):2033-2043

This paper examines the potential of least‐square support vector machine (LSVVM) in the prediction of settlement of shallow foundation on cohesionless soil. In LSSVM, Vapnik's ε‐insensitive loss function has been replaced by a cost function that corresponds to a form of ridge regression. The LSSVM involves equality instead of inequality constraints and works with a least‐squares cost function. The five input variables used for the LSSVM for the prediction of settlement are footing width (B), footing length (L), footing net applied pressure (P), average standard penetration test value (N) and footing embedment depth (d). Comparison between LSSVM and some of the traditional interpretation methods are also presented. LSSVM has been used to compute error bar. The results presented in this paper clearly highlight that the LSSVM is a robust tool for prediction of settlement of shallow foundation on cohesionless soil. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   

Elasticity soltion of rupture model of shallow earthquake     

Li YU  Zhaohua YANG  Yingyu JIN  Li ZHANG 《世界地质(英文版)》2008,11(4)

Based on the theory of elastic mechanics, and using the typical rupture model of shallow earthquake, the authors considered the shallow earthquake as a plane mechanical problem, which was constructed the corresponding mechanical model. By the stress components' formulas of the semi-infinite model acted by the finite even shearing force, the main stress is deduced. It is clear that the sector on the right of the center section is squeezed zone, where the maximum principal stress points at the "source of stress", and that on the left is tensile zone, where the minimum principal stress points to the "source of stress".  相似文献   

浅层物探技术在近海灾害地质与工程地质调查中的应用     

王舒畋 《海洋地质译丛》2008,(1):6-12

随着海洋资源的开发与滨岸工程的建设,越来越多地遇到海洋地质灾害的影响与危害。为了避免并降低海洋地质灾害的影响程度,应开展海洋灾害地质与工程地质调查。二十多年来的实践经验表明,若采用以高分辨率地震为主,配合浅地层剖面、旁侧声纳、测深及磁力测量等综合浅层物探技术,对于了解海洋地质灾害因素与海底浅部工程地质特性等方面都能取得良好的效果,这是一种既经济又较快速地提供成果资料的好方法。  相似文献   

Light regime and components of turbidity in a Mediterranean coastal lagoon     

Biel Obrador  Joan Lluís Pretus 《Estuarine, Coastal and Shelf Science》2008

The underwater light regime of a Mediterranean coastal lagoon (Albufera des Grau, Balearic Islands) was studied during four years in order to characterise the spatial and temporal variations in the light attenuation coefficient (K) and to assess the relative contribution of the different water components to total light attenuation.  相似文献   

南黄海西部地区浅层气的浅部埋藏地质背景   总被引：2，自引：1，他引：1       下载免费PDF全文

顾兆峰  张志珣  刘怀山  蓝先洪 《海洋科学》2008,32(7):46-51

根据南黄海西部地区6000km多的浅地层剖面解释成果，对浅层气埋藏的载气地质体和地层时代两方面进行了分析。结果表明，南黄海西部地区浅层气主要存在于埋藏三角洲相、古湖泊相、古河道相、古潮沟相地质体中，在中更新世晚期以来的两期海相地层（全新世和晚更新世）和两期陆相地层（玉木冰期、里斯冰期）中都存在浅层气的地震反射。  相似文献   

东濮凹陷沙三段盐岩成因及含盐地层层序划分     

赵俊峰  ;纪友亮  ;苏惠  ;李星星  ;蔺效勇 《海洋地质译丛》2009,(1):9-14

东濮凹陷沙三段高水位期沉积深灰色、暗色泥岩与少量重力流砂体，低水位期沉积盐岩、膏岩、低位三角洲与扇三角洲，从而形成纵向上深湖泥岩与蒸发岩、低位砂岩的频繁互层沉积。根据岩心资料、盐岩沉积序列特点及沙三段沉积期古气候和古环境特点，认为盐岩为浅水蒸发成因。深水相泥岩与浅水成因的盐岩频繁互层表明沙三段沉积期湖平面变化频繁。基于盐韵律特征划分准层序的方法，使得层序地层划分更为符合东濮凹陷含盐地层的实际情况。  相似文献   

时变重力场的非各向同性高斯滤波比较     

刘晓莉 《测绘与空间地理信息》2014,(8):89-91

使用GRACE反演地球表层的质量异常,其结果取决于构造的平滑函数即滤波方法。本文阐述了两种在经典高斯滤波基础上构造的Fan滤波和Non-isotropic Gaussian(Non)滤波,两者均对GRACE的阶和次起作用。在同一阶下,两者的权重随着次数的升高而衰减,但衰减的趋势不同,比如在20阶时,Fan滤波呈抛物线变化,而Non滤波则为线性衰减;在40和60阶,两者均呈抛物线变化。使用CSR发布的GRACE Level-2 RL05数据反演地表质量异常,两者的结果相近。  相似文献