济阳坳陷上第三系的沉积特征及沉积相的纵向演化规律

本文根据岩性特征、沉积构造、砂体厚度和测井曲线特征等资料，对4口岩心井进行了沉积相分析，详细研究了不同时期的河流类型及沉积相的演化规律，从而认为济阳凹陷上第三系沉积大体经历了3个阶段：早期的冲积扇一辫状河阶段，中期的辫状河一低弯度曲流河阶段及晚期的高弯度曲流河阶段，同时分析了不同砂体的油气储集性能。     

山西寿阳—阳泉地区石炭—二叠系沉积环境及其沉积特征

本区石炭—二叠系是在海湾背景下发育的一套由滨海平原—三角洲平原—冲积平原沉积组成的海退层系。主要沉积环境是三角洲平原,其上部为冲积平原包括网状河和辫状河;下部为海湾（或分支间湾）、潮下碳酸盐岩、潮间介壳滩、碎屑岩潮坪及滨海沼泽湿地等。三角洲为河控浅水三角洲。上述沉积环境,随海水退却在时空上具明显的规律性变化。     

松辽分水岭东段白土山组成因与时代

综合考虑松辽分水岭东段地区白土山组的地层分布、沉积特征、地貌部位及第四纪以来松辽分水岭的演化过程、松辽水系的变迁，认为其为河流冲积物，形成时代为早更新世早期。     

Large to intermediate-scale aquifer heterogeneity in fine-grain dominated alluvial fans (Cenozoic As Pontes Basin,northwestern Spain): insight based on three-dimensional geostatistical reconstruction

Facies reconstructions are used in hydrogeology to improve the interpretation of aquifer permeability distribution. In the absence of sufficient data to define the heterogeneity due to geological processes, uncertainties in the distribution of aquifer hydrofacies and characteristics may appear. Geometric and geostatistical methods are used to understand and model aquifer hydrofacies distribution, providing models to improve comprehension and development of aquifers. However, these models require some input statistical parameters that can be difficult to infer from the study site. A three-dimensional reconstruction of a kilometer scale fine-grain dominated Cenozoic alluvial fan derived from more than 200 continuously cored, closely spaced, and regularly distributed wells is presented. The facies distributions were reconstructed using a genetic stratigraphic subdivision and a deterministic geostatistical algorithm. The reconstruction is only slightly affected by variations in the geostatistical input parameters because of the high-density data set. Analysis of the reconstruction allowed identification in the proximal to medial alluvial fan zones of several laterally extensive sand bodies with relatively higher permeability; these sand bodies were quantified in terms of volume, mean thickness, maximum area, and maximum equivalent diameter. These quantifications provide trends and geological scenarios for input statistical parameters to model aquifer systems in similar alluvial fan depositional settings.     

Soils and Land use on Lithologically Diverse Ophiolitic Alluvia on the Coastal Plain of Palawan,Philippines

The soils on the southeastern coastal plain of Palawan, Philippines are developed on alluvium derived from various lithologies of the Palawan Ophiolitic Complex. There is little lateral mixing of the alluvium. The soil pattern is interpreted as the result of increasing weathering and leaching with age on deposits of different lithological origins. In the ultramafic catchment the younger soils are infertile due to several unfavourable characteristics, including high contents of heavy metals and Mg, deficiencies of P and micro‐nutrients, and impermeability. These soils improve with increased weathering and leaching, and the older soils have better physical and Mg characteristics. In felsic alluvia the reverse is found, and the soils on younger deposits are the most fertile, while the older soils have unfavourable combinations of subsoil compaction, acidity and dominance by aluminium. These patterns are reflected in the current land use, with areas of sparse settlement and cultivation on the less fertile soils on younger ultramafic and older felsic alluvia. These areas have been avoided or abandoned, rather than overlooked, by farmers and cannot be considered as “empty lands”. Their sustainable development will require careful management. Most of the more fertile land is already cultivated.     

四川大邑—崇州地区的白垩、第三系

四川大邑、崇州地区的白垩、第三系发育良好 ,地层呈北东—南西走向。在《万家坪幅》区域地质调研期间 ,对该区的白垩系、第三系测制了多条剖面 ,划分出了天马山组、夹关组、灌口组、名山组及大邑砾岩等岩石地层单元 ,总结了它的岩石特征相变情况 ,讨论了白垩、第三纪地的地质时代及划分对比 ,简述了这一时期沉积环境的演变是由冲积扇到河、湖相的划分依据     

Assessment of Debris-Flow Hazards of Alluvial Fans

A strategy is presented for the assessment ofdebris-flow hazards on alluvial fans on the basis ofa case study carried out on the southern foot of astratovolcano named Mt. Yatsugatake. Transformation ofcommercial forests into a golf course was planned ata corner of the Kikkakezawa fan. The case studyinvolves an assessment of hazards due to debris flowsof different magnitudes and their recurrenceintervals. The environmental conditions for therecurrence of these debris flows are discussed as wellas the extent of the areas affected by them. In orderto generalize the case study, concepts of hazardpotential, hazard and risk for debris flows onalluvial fans are established. Accordingly, the hazardpotential is the possible hazards at any location onan alluvial fan in an indefinitely long time period,which can be assessed on the basis of hydrological andother geoscientific investigations. Hazards associatedwith a particular land use can be evaluated on thebasis of the hazard potential considering the locationand the time period associated with the land use. Riskcan be further assessed considering the life styles inthis land and the social conditions.     

Field compaction control studies on road bases in a new settlement area in Ghana

Summary Among the major causes for failure of roads in the tropics is inadequate compaction during construction. There is, therefore, the need to strictly control the compaction of the pavement layers if the design life of the road is to be attained; thereby eliminating large maintenance costs.This note reports on pavement compaction control studies undertaken on the road bases of service roads in a new settlement area in Ghana. These roads were to be provided with bituminous surfacing immediately after compaction. Studies concerning particle breakdown during field compaction by two contractors executing the works under the same conditions have been made, together with an assessment of contractor efficiency.It was found that the placement moisture contents varied greatly from the optimum. One contractor was compacting the gravels on the dry side of optimum, consequently achieving relatively high densities. The other contractor was compacting on the wet side and achieving lower density levels. This was still the case even after initial test sections were found to have been undercompacted.Compaction levels achieved in the crowns were generally found to be higher than those at the shoulders of the road test sections. The breakdown of coarse particles due to compaction was quite significant. There is therefore the need for highway material engineers to ensure that in addition to meeting the grading requirements, road base materials must adequately meet the requirements on weathering and mechanical strength properties.     

BED FORMS AND RESISTANCE PROPERTIES OF LIGHT-WEIGHT BED MATERIAL

I. INTRODUCTIONResistance to flow in alluvial streams is one of the crucial problems in fluvial hydraulics. Despite that large amount of studies have been conducted for centuries, no perfectmethod describing and calculating the resistance to flow in alluvial streams is availablehll now. Investigation on bed forms and resistance properties of light--weight bed materials is even more scarce. USWES (1936) has conducted systematic experiments onlight--weight materials in a flume & m long an…     

Scattering of Rayleigh waves by a shallow circular alluvial valley： High-frequency solution

Introduction The effect of local site conditions on wave propagation is one of the most attractive topics in engineering seismology. It may be resolved by either a numerical method or an analytical method. Numerical methods include the finite difference, finite element, boundary element method, etc. The analytical method is the wave function expansion method. The advantage of these numerical methods is that they can be applied to local inhomogeneity of arbitrary shapes, but analytical method …