Hydraulic design to optimize the treatment capacity of Multi-Stage Filtration units     

《Physics and Chemistry of the Earth》2016

Multi-Stage Filtration (MSF) can provide a robust treatment alternative for surface water sources of variable water quality in rural communities at low operation and maintenance costs. MSF is a combination of Slow Sand Filters (SSFs) and Pre-treatment systems. The general objective of this research was to optimize the treatment capacity of MSF. A pilot plant study was undertaken to meet this objective. The pilot plant was monitored for a continuous 98 days from commissioning till the end of the project. Three main stages of MSF namely: The Dynamic Gravel Filter (DGF), Horizontal-flow Roughing Filter (HRF) and SSF were identified, designed and built. The response of the respective MSF units in removal of selected parameters guiding drinking water quality such as microbiological (Faecal and Total coliform), Suspended Solids, Turbidity, PH, Temperature, Iron and Manganese was investigated. The benchmark was the Kenya Bureau (KEBS) and World Health Organization (WHO) Standards for drinking water quality. With respect to microbiological raw water quality improvement, MSF units achieved on average 98% Faecal and 96% Total coliform removal. Results obtained indicate that implementation of MSF in rural communities has the potential to increase access to portable water to the rural populace with a probable consequent decrease in waterborne diseases. With a reduced down time due to illness, more time would be spent in undertaking other economic activities.  相似文献   

From manned to unmanned aircraft: Adapting airborne particle size mapping methodologies to the characteristics of sUAS and SfM          下载免费PDF全文

A. S. Woodget  C. Fyffe  P. E. Carbonneau 《地球表面变化过程与地形》2018,43(4):857-870

Subaerial particle size data holds a wealth of valuable information for fluvial, coastal, glacial and other sedimentological applications. Recently, we have gained the opportunity to map and quantify surface particle sizes at the mesoscale using data derived from small unmanned aerial system (sUAS) imagery processed using structure from motion (SfM) photogrammetry. Typically, these sUAS‐SfM approaches have been based on calibrating orthoimage texture or point cloud roughness with particle size. Variable levels of success are reported and a single, robust method capable of producing consistently accurate and precise results in a range of settings has remained elusive. In this paper, we develop an original method for mapping surface particle size with the specific constraints of sUAS and SfM in mind. This method uses the texture of single sUAS images, rather than orthoimages, calibrated with particle sizes normalised by individual image scale. We compare results against existing orthoimage texture and roughness approaches, and provide a quantitative investigation into the implications of the use of sUAS camera gimbals. Our results indicate that our novel single image method delivers an optimised particle size mapping performance for our study site, outperforming both other methods and delivering residual mean errors of 0.02 mm (accuracy), standard deviation of residual errors of 6.90 mm (precision) and maximum residual errors of 16.50 mm. Accuracy values are more than two orders of magnitude worse when imagery is collected by a similar drone which is not equipped with a camera gimbal, demonstrating the importance of mechanical image stabilisation for particle size mapping using measures of image texture. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献   

Flow structure over a wavy bed with vegetation cover     

Fazeleh Kabiri  Hossein Afzalimehr  Jueyi Sui 《国际泥沙研究》2017,32(2)

On the basis of experiments carried out in flume with a wavy bed with vegetation cover, flow velocity, turbulence intensities and Reynolds stress distributions are investigated. The wavy bed was similar to dune in this study. The fixed artificial dunes were constructed over the bed and artificial vegetation put over them in a laboratory flume. An Acoustic Doppler Velocimeter and spatially-averaged method were applied to determine turbulent flow components and shear velocity. Results were compared with a gravel bedform. It was observed that vegetation cover influences considerably the flow structure and displays clearly the flow separation and reattachment point. The law of the wall was not valid within the vegetation cover, but it was fitted well to the zone above the vegetation cover within the inner layer. For a wavy bed having the same dimensions, shear velocity and friction factor over vegetation cover are 1.7 and 2.6 times of those for the gravel bedform, respectively. The results of laboratory study were compared with those of river study.  相似文献   

汶川地震砾性土液化场地特征解析   总被引：1，自引：0，他引：1       下载免费PDF全文

袁晓铭  王海  曹振中  徐鸿轩 《地球物理学报》2017,60(7):2733-2743

通过成都平原砾性土场地勘察测试,研究汶川地震中大量砾性土液化场地的基本特性,找出一般规律,对砾性土场地液化发生主客观原因提出解释,并修正以往若干认识偏差.分析表明:汶川地震液化砾性土层粒径范围宽,含砾量5%~85%甚至更大,同时其实测剪切波速140~270 m·s~(-1),修正剪切波速160~314 m·s~(-1),都远超历史记录;液化砾性土场地1/2集中在Ⅷ度区内,表明如砂土层液化一样,砾性土场地大规模液化需要较强地震动触发,但超过触发强度后液化规模增长均有限;成都平原浅表地层二元基本结构是汶川地震中出现大量砾性土场地的客观条件之一,该结构可使饱和砾性土层处于封闭状态,构成了砾性土液化的基本条件;虽然液化砾性土层剪切波速很高,但实际上大多松散状态,是此次地震大量砾性土场地发生液化的客观条件之二;地震中地表(井中)喷出物与地下实际液化土类大相径庭,且液化层埋深大多小于6.0 m,以往以地表喷出物反推地下液化层土性类型的做法不再成立;认为砾性土层波速大、透水性好而不会液化的传统认识也不再成立,但砾性土层液化条件与砂土层液化条件不同,前者要求更高.  相似文献   

Dimlington Stadial (Late Devensian) ice-wedge casts and involutions in the Severn Estuary,southwest Britain     

J. R. L. Allen 《Geological Journal》1987,22(2):109-118

The largely concealed sub-Flandrian bedrock surface in the Severn Estuary, chiefly known from borings and chart soundings, has the form of a valley within a valley. In the aftermath of an unusual storm in March 1986, which removed from many places the obscuring modern sediments normally present, periglacial structures were recognized on the floor and upper margins of the upper valley at ten widely scattered localities. The structures occur only where the valley is formed on relatively soft Triassic and Jurassic mudrocks; they involve gravels and/or red-brown sands belonging to the Main Terrace sequence, but in some places incorporate local gravels. There are no completely convincing indications of cold conditions where the relatively strong Silurian and Old Red Sandstone rocks and the Carboniferous Limestone form the valley floor. The altitudinal relationships of the involutions and wedges, together with the scale of the outer valley, suggest that this sub-Flandrian rock bench was merely re-excavated during the Late Devensian. Then permafrost developed while the river lay confined within the much narrower inner gorge.  相似文献   

Gravelly soils that liquefied during 2008 Wenchuan,China earthquake, M_s=8.0     

Zhenzhong Cao  T. Leslie Youd  Xiaoming Yuan 《Soil Dynamics and Earthquake Engineering》2011

Field investigations following the 2008 Wenchuan earthquake (M_s=8.0) identified 118 liquefaction sites nearly all of which are underlain by gravelly sediment in the Chengdu Plain and adjacent Mianyang area. Field studies, including core drilling, dynamic penetration tests (DPT), and multiple channel analysis of surface wave velocity tests (MASW) for measurement of shear wave velocities, reveal the following: (1) Sand boils and ground fissures, indicative of liquefaction, occurred across hundreds of square kilometers affecting 120 villages, 8 schools and 5 factories. (2) The Chengdu plain is underlain by sandy gravels ranging in thickness up to 540 m; loose upper layers within the gravels beds liquefied. (3) Mean grain sizes for gravelly layers that liquefied range from 1 mm to more than 30 mm. (4) Shear wave velocities in gravels that liquefied range up to 250 m/s. (5) A 50% probability curve, developed from logistic procedures, correctly bounds all but four data points for the 47 compiled V_s data.  相似文献   

碎石桩注浆技术在地基处理中的应用研究     

伊丽娟  赵洪  胡守权  颜文艳 《城市地质》2011,6(4):61-62

碎石桩注浆是20世纪90年代以来综合砂石桩、高压注浆两项技术逐渐发展起来的一种新地基处理方法,其施工占地面积小、设备移位灵活,大大提高复合地基承载力等优点,在沿海铁路施工中取得很好的效果。  相似文献   

Quaternary fluvial, pedogenic and mass-movement processes at St George's Down, Newport, Isle of Wight     

Andrew R. Farrant  Peter M. Hopson  James B. Riding 《Proceedings of the Geologists' Association. Geologists' Association》2011,122(5):888-905

Recent geological mapping on the Isle of Wight by the British Geological Survey has shown the ‘Plateau Gravel’ to be a mixture of fluvial, solifluction, pedogenic and marine deposits ranging from pre-Anglian to Holocene age. As part of the resurvey of the island, several new exposures of the ‘Plateau Gravel’ between Newport and Downend were examined. A working gravel pit on St George's Down, near Newport, revealed a succession of flint gravels with an inter-bedded sequence of laminated silts. An upper in situ succession of pre-Anglian fluvial gravels caps the plateau, but a second, probably younger suite of gravel-rich sediments is exposed in a quarry on a topographically lower spur. These overlie in situ Clay-with-flints resting on Upper Cretaceous Chalk. These lower sediments are well exposed and display a complex stratigraphy. They consist predominantly of flint gravel, but include a dipping succession of laminated silts and palaeosols preserved in a hollow or small channel feature, intercalated between two distinct soliflucted cold-stage gravel sheets. Palynological and pedological evidence analysis suggests that these laminated silts and sands were deposited under a temperate climate but with frequent episodes of disruption caused by mass-movement and possibly freeze-thaw. The age of these laminated sediments are not known with any certainty but are likely to date to a temperate interval within the Late Pleistocene. The top of the laminated unit is cut by a heavily cryoturbated horizon presumed to be of Devensian age.  相似文献   

Differential bedload transport rates in a gravel-bed stream: A grain-size distribution approach     

Panayiotis Diplas 《地球表面变化过程与地形》1992,17(6):629-632

Two methods that were recently proposed for calculating fractional bedload transport rates in gravel-bed streams are examined closely. Both of them employ the Oak Creek bedload data. The Diplas (PD) method is guided by dimensional analysis and, therefore, can be used to predict bedload transport in different gravel rivers. The only requirement for using this method is the knowledge of the subsurface material size distribution of the stream of interest. The expression for the fractional bedload transport obtained by the Shih and Komar (SK) method for Oak Creek cannot be used for other streams. Its use for a given stream requires information that is rarely available. For the Oak Creek case both methods demonstrate similar predictive ability.  相似文献   

INVESTIGATION OF DAMAGES CAUSED BY ABRASION AND IMPACT OF GRAVEL BED LOAD ON HYDRAULIC STRUCTURES     

TAN Ying  ZHANG Wei  LI Qingxia  YANG Xiaoqing ②IRTCES  ③Department of River Studies. The Yangtze River Scientific Research Institute  ④Sichuan Provincial Design Institute of Water Conservancy  Hydroelectric Power  ⑤Institute of Water Conservancy  Hydroelectric Power Research. 《国际泥沙研究》1991,(2)

When gravel bed load deposits are sluiced from hydraulic structures, the mo- tion of bed load over the apron, as is well known, may consist of sliding, rolling and saltation. At times, saltation may become so intensive that gravels have been observed to jump clear out of the water surface. The movement of gravel bed load may cause serious damages to the hydraulic structures through abrasion and im- pact. The extent of damage depends upon a number of factors, such as rock prop- erties of gravels, flow conditions, configuration as well as the strength of materials of hydraulic structures. In most cases the movement of gravel bed load takes place in ribbons in plan, consequently, the lateral distribution of damages is uneven, and protective measures to be adopted against abrasion and impact should be applied to the key part most frequently attacked by the gravel bed load. Possible repair should be anticipated in the layout of structures in order to facilitate the operation.  相似文献