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61.
大型边坡加固技术的研究   总被引:4,自引:1,他引:3  
随着国家大规模经济建设的展开,水利水电、交通、矿山、国防等工程建设中经常会遇到大型边坡的加固问题。以边坡规模、工程地质条件和工程重要性作为影响边坡加固方法选择的3类主要因素,并将其分别分解为3个级别,通过各因素之间不同级别的组合分级来确定边坡加固方案的初步选择。对于一些工程地质条件很差的重要边坡,现有的边坡加固方法存在一定的局限性和不足。为此,作者提出了可用于大型边坡加固的地下梁-桩框架结构体系。通过将桩和梁相互连接而构成的空间框架结构,该体系可以将稳定性不足的坡体与深部稳定岩体牢固地连结起来,进而可以充分发挥岩体的自支撑能力。该结构体系的实施不仅可以充分利用为其他目的而开挖的探洞、试验洞等已有洞体,而还可以轻易、高效地实现边坡的排水和监测。  相似文献   
62.
张马屯铁矿为一夕卡岩型磁铁矿床,水文地质条件极其复杂,单一的防治水方法难以达到采矿生产的要求。在长期探索矿山防治水的基础上,采用同水平疏干法对张马屯铁矿地下水脉管式径流进行试验,取得了完全疏干的效果,为深井大水矿山探索出一条综合治理的途径。  相似文献   
63.
Detailed field mapping of a 120-km-long segment of the northwestern Red Sea margin reveals the existence of a number of sediment-input sites where Lower Miocene sediments form coarse-grained fan delta systems. Localizations of the fan deltas at the sediment-input sites (Wadis Gassus, Guesis, Quwyh and Sharm El Bahari) are controlled by structural and topographic elements, including relay ramps between interacting normal fault segments, cross-trend transfer faults, reactivated Precambrian basement fabrics and the plunge directions of tilted fault blocks. Sedimentary facies and geometrical characteristics of the fan deltas indicate that they are progradational and “Gilbert-type” fan delta systems. Variations in size and composition of the conglomerate clasts reflect the heterogeneous lithologies of the Precambrian basement and pre-rift strata in the source areas along the rift margin. Palaeocurrent data show marked changes in paleoflow directions, from northeast in the northernmost fans to east and southeast directions in the southern fans. This change occurs across the Duwi accommodation zone which formed a topographic high separating the oppositely dipping half-grabens in the study area. The data presented in this paper clearly demonstrates that the structural architecture of the northwestern Red Sea margin together with its related topographic expressions played a fundamental role in controlling the drainage network systems, sediment dispersal and localization of the fan deltas in this part of the rift system.  相似文献   
64.
A physically-based method for removing pits in digital elevation models   总被引:1,自引:0,他引:1  
Spurious pits in digital elevation models (DEMs) are traditionally removed by filling depressions, often creating flat regions that lead to inaccurate estimation of landscape flow directions. In this study, a physical approach based on a simple landscape evolution model is proposed for DEM pit removal. This method, an alternative to traditional geometrical procedures, enforces more realistic slopes and flow directions on topography. The procedure is compared with the method most commonly used in the literature and distributed with commercial GIS software where, generally, elevations of a depression are increased up to the lowest value among neighbouring cells. Several tests are performed and parameters sensitivity is carried out in order to demonstrate the performance of the proposed model as compared to traditional methods.  相似文献   
65.
To make optimum use of the most vital natural resource of Egypt, the River Nile water, a number of regulating structures (in the form of dams and barrages) for control and diversion of the river flow have been constructed in this river since the start of the 20th century. One of these barrages is the Assiut barrage which will require considerable repairs in the near future. The design of the rehabilitation of the barrage includes a headpond with water levels maintained at a level approximately 0.60 m higher than the highest water level in the headpond of the present barrage. This development will cause an increase of the seepage flow from the river towards the adjacent agricultural lands, Assiut Town and villages. The increased head pond level might cause a rise of the groundwater levels and impedance of drainage outflows. The drainage conditions may therefore be adversely affected in the so-called impacted areas which comprise floodplains on both sides of the Nile for about 70 km upstream of the future barrage. A rise in the groundwater table, particularly when high river levels impede drainage, may result in waterlogging and secondary salinization of the soil profile in agricultural areas and increase of groundwater into cellars beneath buildings in the urban areas. In addition, a rise in the groundwater table could have negative impact on existing sanitation facilities, in particular in the areas which are served with septic tanks. The impacts of increasing the headpond level were assessed using a three-dimensional groundwater model. The mechanisms of interactions between the Nile River and the underlying Quaternary aquifer system as they affect the recharge/discharge processes are comprehensively outlined. The model has been calibrated for steady state and transient conditions against historical data from observation wells. The mitigation measures for the groundwater rise in the urban areas have been tested using the calibrated mode.  相似文献   
66.
With the development of mining of iron deposits in China, groundwater invasion and the impacts of groundwater drainage, such as regional groundwater table lowering, overlapping cones of depression, subsidence, and water quality deterioration are environmental problems which endanger mining production and human life. Effective prevention of water invasion or timely determination of the mechanism of water bursting and rational design of drainage plans are the most urgent mining challenges. The mechanism of water invasion and the environment impacts on the groundwater system of the Gaoyang Iron Mine, China were dealt with in this paper. A systematical investigation of the hydrogeological conditions and monitoring of groundwater dynamics of the mine were completed. Results show that the limestone of the middle Ordovician System constitutes the under floor of the iron deposit. This limestone is the main source of water invasion into the mine. Groundwater dynamic equilibrium conditions are broken due to mine drainage. Water invasion and drainage have caused a serious impact on the groundwater environment of the area.  相似文献   
67.
The comparison of two multiple regression models is based on the assumption that geochemical composition of the drainage basin alluvial sediments is derived primarily from the underlying bedrock lithology. The parent material is integrated with both stream sediment and overbank sediment geochemistry via the two essentially different approaches as regards the drainage basin geomorphological data: (1) as the relative area of influence representing a portion of the catchment basin occupied by a specific rock type and (2) as the relative “line” of influence representing a narrow zone of the underlying bedrock traversed by the perennial streams which form the active stream network. The model comparison is established on the goodness-of-fit test for both experimental designs and for the same set of data. Both experiments converge on the linear approach as the more appropriate model in evaluating the lithologic influence on the analysed sample media in small mountainous watersheds.  相似文献   
68.
Wind speed profiles above a forest canopy relate to scalar exchange between the forest canopy and the atmosphere. Many studies have reported that vertical wind speed profiles above a relatively flat forest can be classified by a stability index developed assuming wind flow above a flat plane. However, can such a stability index be used to classify vertical wind speed profiles observed above a sloping forest at nighttime, where drainage flow often occurs? This paper examines the use of the bulk Richardson number to classify wind speed profiles observed above a sloping forest at nighttime. Wind speed profiles above a sloping forest were classified by the bulk Richardson number Ri B . Use of Ri B distinguished between drainage flow, shear flow, and transitional flow from drainage flow to shear flow. These results suggest that Ri B is useful to interpret nighttime CO2 and energy fluxes above a sloping forest. Through clear observational evidence, we also show that the reference height should be high enough to avoid drainage-flow effects when calculating Ri B .  相似文献   
69.
A global river routing network for use in hydrological modeling   总被引:2,自引:0,他引:2  
H. Renssen  J. M. Knoop   《Journal of Hydrology》2000,230(3-4):230-243
In this paper a relatively simple procedure is presented to construct a global river routing network on a 0.5° latitude–longitude grid. In this network all grid cells in a catchment are coupled and have a flow direction, making it a useful tool in the modeling of river flow on a global scale. The flow directions are based on a digital elevation model and on information on the locations of major rivers (‘stream burning’). The presented river routing network is specifically designed for the assessment of fresh water shortages. We tested the validity of the river routing network by comparing the computed drainage areas with published estimates. This comparison revealed a good similarity and it is concluded that the presented river routing network has sufficient quality to be implemented in global climate models. This could mean a considerable improvement of the surface parameterization in these models.  相似文献   
70.
It has been shown that the performance of a Steam-Assisted Gravity Drainage (SAGD) well pair is affected by its orientation and position within a point bar deposit. In typical commercial operations, multiple horizontal wellpairs, usually arranged parallel to each other, are arranged in pads within oil sands reservoirs. Thus, the overall performance of the recovery process in a point bar is not represented by a single well pair but how the set of well pairs interact with the structure and geometry of the point bar notably including the arrangement of inclined heterolithic strata relative to the SAGD well pairs. This research describes how the point bar structure impacts the performance of a pad of SAGD wellpairs and the impact of pad orientation on performance of the pad. Also, the results show that the variability of the performance of the well pairs within the pad is large and thus, single well pair models do not provide sufficient analysis of the SAGD process performance due to the heterogeneity of the point bar. In other words, pad-scale models are required for recovery process evaluation and design. Furthermore, the variability of performance obtained from the models provides an estimate of the variability that may result for systems where seismic data is not available or is not sufficient to fully characterize the point bar.  相似文献   
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