江苏泰州城市规划区浅层地热能特征及其开发利用          下载免费PDF全文

杜建国 《江苏地质》2013,37(4):657-662

泰州地处江苏中部的长江冲积平原,浅层地热能资源丰富。通过对该市城市规划区第四纪岩土体地质结构、水文地质条件、地温场背景等调查研究和6个岩土体现场热响应测试,获取了该区域不同岩土体的热物性参数,查明了浅层地热能的赋存条件、分布特点及规律,评价了浅层地热能的可采资源量,并提出了可行的开发利用方案及建议。  相似文献   

潍坊市浅层地热能资源调查及开发利用研究          下载免费PDF全文

刘树亮  许静波  衣伟虹  王松涛  吴衍华 《山东国土资源》2013,29(10)

潍坊市浅层地热能资源丰富,调查区内浅层地热热容量可折合标准煤1355.28万t,利用范围较广。该文对资源开发利用中存在的勘查论证不充分,开发过程和开发方式不合理等问题提出了合理建议,为综合开发利用该资源,改善环境,建设可持续发展社会提供理论参考。  相似文献   

Susceptibility assessment of shallow landslides on Oahu, Hawaii, under extreme-rainfall events   总被引：1，自引：0，他引：1  

Sanjit K. Deb  Aly I. El-Kadi   《Geomorphology》2009,108(3-4):219-233

The deterministic Stability INdex MAPping (SINMAP) model, which integrates a mechanistic infinite-slope stability model and a hydrological model, was applied to assess susceptibility of slopes in 32 shallow-landslide-prone watersheds of the eastern to southern areas of Oahu, Hawaii, USA. Input to the model includes a 10-m Digital Elevation Model (DEM), an inventory of storm-induced landslides that occurred from 1949 to 2006, and listings of soil-strength and hydrological parameters including transmissivity and steady-state recharge. The study area of ca. 384 km² was divided into four calibration regions with different geotechnical and hydrological characteristics. All parameter values were separately calibrated using observed landslides as references. The study used a quasi-dynamic scenario of soil wetness resulting from extreme daily rainfall events with a return period of 50 years. The return period was based on almost-90-year-long (1919–2007) daily rainfall records from 26 raingauge stations in the study area. Output of the SINMAP model includes slope-stability-index-distribution maps, slope-versus-specific-catchment-area charts, and statistical summaries for each region.The SINMAP model assessed susceptibility at the locations of all 226 observed shallow landslides and classified these susceptible areas as unstable. About 55% of the study area was predicted as highly unstable, highlighting a critical island problem. The SINMAP predictions were compared to an existing debris-flow-hazard map. Areas classified as unstable in the current study were classified as low-to-moderate and moderate-to-high debris-flow hazard risks by the prior mapping. The slope-stability maps provided by this study will aid in explaining the causes of known landslides, making emergency decisions, and, ultimately mitigating future landslide risks. The maps may be further improved by incorporating heterogeneous and anisotropic soil properties and spatial and temporal variation of rainfalls as well as by improving the accuracy of the DEM and the locations of shallow landslide initiation.  相似文献   

Macroelement modeling of shallow foundations     

C.T. Chatzigogos  A. Pecker  J. Salençon 《Soil Dynamics and Earthquake Engineering》2009

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Seasonal dynamics of zooplankton in Lake Huetzalin, Xochimilco (Mexico City, Mexico)     

Cecilia Enríquez García  S. Nandini  S.S.S. Sarma 《Limnologica》2009,39(4):283-291

We quantified the seasonal changes in the zooplankton abundances collected from the Huetzalin Lake (Mexico City, Mexico) for two years (February 2003–January 2004 and then March 2005–February 2006). Selected physicochemical variables (Secchi depth, temperature, pH, conductivity, dissolved oxygen, phosphorus, nitrogen, carbon and chlorophyll a concentration) were also measured at the time of zooplankton collection. The data on zooplankton abundances and the physicochemical variables were subjected to multiple correlation analysis and we also derived Shannon–Wiener species diversity index. Secchi depth ranged from 9 to 65 cm. Generally the lake was alkaline (pH 7–12). The conductivity ranged from 500–1000 mS cm⁻¹, while the mean water temperature was 20.5 °C. Dissolved oxygen levels were generally >3 mg L⁻¹ and were higher in the winter than warmer months. Nitrates (90–95 μg L⁻¹) and phosphates (.2–.5 mg L⁻¹) indicated that the water was eutrophic. Chlorophyll a levels ranged from 143 to 696 μg L⁻¹ during the study period. The zooplankton community was dominated by rotifers (46 species), followed by cladocerans (9 species) and there were only two copepod species. The dominant rotifer species were Brachionus angularis, Brachionus calyciflorus, Brachionus havanaensis, Brachionus quadridentatus, Lecane bulla and Polyarthra vulgaris. Rare rotifer species in Lake Huetzalin were Lecane ohioensis, Dicranophorus forcipatus, Lecane pyriformis, Lindia torulosa, Pleurotrocha petromyzon and Brachionus durgae. Highest densities (occasional peaks of 400 ind L⁻¹) of B. quadridentatus occurred between April and December, while B. havanaensis reached peak densities, during June to October. B. calyciflorus reached densities higher than 1240 ind L⁻¹ during May–September. Cladoceran and copepod densities in Lake Huetzalin were much lower than that of the rotifers. This study confirmed the earlier findings that Xochimilco system of canals is dominated by rotifers and the crustacean zooplankton have much lower abundances possibly due to predation from fish.  相似文献   

Static and seismic bearing capacity of shallow strip footings     

《Soil Dynamics and Earthquake Engineering》2016

In this study, the evaluation of static and seismic bearing capacity factors for a shallow strip footing was carried out by using the method of characteristics, which was extended to the seismic condition by means of the pseudo-static approach. The results, for both smooth and rough foundations, were checked against those obtained through finite element analyses.Under seismic conditions the three bearing capacity problems for N_c, N_q and N_γ were solved independently and the seismic bearing capacity factors were evaluated accounting separately for the effect of horizontal and vertical inertia forces arising in the soil, in the lateral surcharge and in the superstructure.Empirical formulae approximating the extensive numerical results are proposed to compute the static values of N_γ and the corrective coefficients that can be introduced in the well-known Terzaghi׳s formula of the bearing capacity to extend its applicability to seismic design of foundations.  相似文献   

A performance-based approach for design of ground densification to mitigate liquefaction     

《Soil Dynamics and Earthquake Engineering》2016

In performance-based geotechnical earthquake engineering, the required degree and spatial extent of ground densification for mitigation of liquefaction beneath a structure should be determined based on the acceptable levels of performance of foundation. Currently, there is no solution for evaluation of the amount of settlement and tilt of footings constructed on a densified ground which is surrounded by a liquefiable soil. This implies the need for numerical procedures for simulation of seismic behavior of shallow foundations supported on both liquefiable and densified subsoil. In this paper, the dynamic response of shallow foundations on a densified ground is studied using a 3D fully coupled dynamic analysis. For verification of the numerical model, simulation of a series of centrifuge experiments has been carried out and the results were compared with the experimental measurements. After verification of the numerical model, a comprehensive parametric study has been performed to develop a methodology for estimating the effectiveness of subsoil densification in reducing liquefaction-induced settlement of shallow foundations. Range of problem variables were considered in a way that the possibility of bearing capacity failure is low enough. The proposed methodology can be utilized for development of a performance-based design procedure for liquefaction hazard mitigation by soil densification.  相似文献   

Shallow sediment transport flow computation using time-varying sediment adaptation length   总被引：1，自引：0，他引：1  

Jaan Hui PU  Khalid HUSSAIN  Song-dong SHAO  Yue-fei HUANG 《国际泥沙研究》2014,29(2):171-183

Based on the common approach,the adaptation length in sediment transport is normally estimated astemporally independent.However,this approach might not be theoretically justified as the process of reaching the sediment transport equilibrium stage is affected by the flow conditions in time,especially for fast moving flows,such as scour-hole developing flows.In this study,the two-dimensional（2D） shallow water formulation together with a sediment continuity-concentration（SCC） model were applied to flow with mobile sediment boundary.A timevarying approach was proposed to determine the sediment transport adaptation length to simulate the sediment erosion-deposition rate.The proposed computational model was based on the Finite Volume（FV） method.The Monotone Upwind Scheme of Conservative Laws（MUSCL）-Hancock scheme was used with the Harten Lax van Leer-contact（HLLC） approximate Riemann solver to discretize the FV model.In the flow applications of this paper,a highly discontinuous dam-break,fast sediment transport flow was used to calibrate the proposed timevarying sediment adaptation length model.Then the calibrated model was further applied to two separate experimental sediment transport flow applications documented in the literature,i.e.a highly concentrated sediment transport flow in a wide alluvial channel and a sediment aggradation flow.Good agreement with the experimental data were obtained with the proposed model simulations.The tests prove that the proposed model,which was calibrated by the discontinuous dam-break bed scouring flow,also performed well to represent rapid bed change and steady sediment mobility conditions.  相似文献   

Effect of Water Quality on Phytoplankton Structure in Oxbow Lakes under Anthropogenic and Non‐Anthropogenic Impacts          下载免费PDF全文

Elżbieta Wilk‐Woźniak  Sławomir Ligęza  Elliot Shubert 《洁净——土壤、空气、水》2014,42(4):421-427

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河南省主要城市浅层地温能特征及开发利用建议     

王春晖  狄艳松  胡媛媛 《城市地质》2019,14(1):40-47

河南省浅层地温能资源具有分布广泛、资源量丰富、开发利用方便等特点,发展前景广阔。通过对河南省主要城市的地质、水文地质条件和岩土体结构特征等浅层地温能赋存特征的分析,采用数理统计和对比分析等综合研究的方法,对比研究了不同地貌类型城市200m以浅的岩土体热物性特征、浅层地温场分布特征和岩土热响应特征等的异同及其分布与变化规律。结果显示:河南省主要城市浅层地温能的赋存层位主要为第四系及新近系上部的各类松散堆积物,这些松散的堆积物和储存于其孔隙内的地下水为浅层地温能的载体;岩土导热系数会随着孔隙率的增加而减小,随岩性颗粒变粗而增大;城市地层综合导热系数和换热能力与地下水径流条件呈正相关;位于盆地和山前地带水文地质条件优越的城市或地段,浅层地温能开发利用宜采用地下水换热方式,松散堆积物厚度较大且以细粒相沉积为主的城市或地段,宜采用竖直地埋管换热方式。  相似文献