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81.
Abdel-Aziz I. Kashef Mahmoud M. Safar 《Journal of the American Water Resources Association》1975,11(4):651-664
ABSTRACT: The fresh-salt water interface in artesian aquifers has been investigated by various techniques on the basis of its analogy to the free surface in earth dams or cores of dams. Although various approximations are used, some more or less exact solutions exist. One of the simple methods, that would appeal to practical workers, was developed by the analysis of hydraulic forces. However, this method has not been checked thoroughly due to the lack of wide ranges of coverage by the more or less exact solutions. In this paper a suggested finite element method is used for the purpose of comparing with the method of hydraulic forces. The presented procedure eliminates some of the difficulties and uncertainties in current finite element procedures. Both methods proved to be in close agreement. Moreover, the hydraulic heads along the upper boundary of the artesian aquifer were found to be in close agreement with Dupuit's equation. The results of this investigation would greatly simplify the more complex management problems when the effects of discharge and/or recharge wells are added to the natural flow effects. 相似文献
82.
R. Srinivasan T. S. Ramanarayanan J. G. Arnold S. T. Bednarz 《Journal of the American Water Resources Association》1998,34(1):91-101
ABSTRACT: This paper describes the application of a river basin scale hydrologic model (described in Part I) to Richland and Chambers Creeks watershed (RC watershed) in upper Trinity River basin in Texas. The inputs to the model were accumulated from hydro-graphic and geographic databases and maps using a raster-based GIS. Available weather data from 12 weather stations in and around the watershed and stream flow data from two USGS stream gauge station for the period 1965 to 1984 were used in the flow calibration and validation. Sediment calibration was carried out for the period 1988 through 1994 using the 1994 sediment survey data from the Richland-Chambers lake. Sediment validation was conducted on a subwatershed (Mill Creek watershed) situated on Chambers Creek of the RC watershed. The model was evaluated by well established statistical and visual methods and was found to explain at least 84 percent and 65 percent of the variability in the observed stream flow data for the calibration and validation periods, respectively. In addition, the model predicted the accumulated sediment load within 2 percent and 9 percent from the observed data for the RC watershed and Mill Creek watershed, respectively. 相似文献
83.
人机操作界面中有或无外部反应对后继作业的干扰作用 总被引:2,自引:0,他引:2
李永建 《中国安全科学学报》1998,(6)
实验结果提示:在高速复杂人机系统操作界面的优化设计中,有或无外部反应都不能消除对后继作业的瓶颈干扰。但是,有外部反应比无外部反应,对后继作业的瓶颈干扰更大;无外部反应降低了瓶颈的干扰强度,从而显示出提高了被交叠作业绩效的趋向。另外,降低反应选择复杂度可有效提高被交叠作业的绩效 相似文献
84.
钢筋与混凝土界面的脱粘是钢筋混凝土材料与结构的主要失效形式之一。针对笔者建立的几何剪切筒模型和选取的常用实验加载方式 ,推导出循环荷载作用下钢筋与混凝土界面脱粘应力解析模型 ,借助断裂力学的基本理论 ,进一步研究和分析了界面疲劳脱粘速率及界面摩擦剪应力与循环加载次数的关系 ,同时考虑了泊松比对疲劳特性的影响 ,为混凝土结构的安全评估提供一个新思路。 相似文献
85.
Edwin D. Bailey 《Journal of the American Water Resources Association》1979,15(3):801-811
ABSTRACT: The Tucson area is totally dependent on ground water, which is in increasingly short supply due to excessive overdrafts. Tucson area waste water treatment plants discharge material quantities of secondary effluent downstream, which is lost to evapotranspiration and recharge of the ground water basin. The city and the four large mining companies who share the common Santa Cruz basin ground water, recognized the common water supply problem and agreed to fund a feasibility study for mining process use of the effluent to partly alleviate the overdraft of ground water. The study analyzed the projected waste water effluent resources, potential mining company demand for waste water effluent and possible interface of an effluent delivery facility with the proposed Central Arizona Project. The effluent resources were analyzed with respect to potential demand. An optimum alignment was selected. An optimum system was detailed through design schematics, amortized cost and finance requirements, and an implementation schedule. It was concluded that a waste water effluent delivery facility could be implemented which would utilize reclaimed effluent in quantities approximating 35 percent of basin overdraft and which would provide revenue for full cost recovery over a 20 year operation period. The mining companies are studying the internal economic impacts of the project. 相似文献
86.
87.
Cynthia S. Loftin Wiley M. Kitchens Nicholas Ansay 《Journal of the American Water Resources Association》2001,37(4):935-956
ABSTRACT: :The model described herein was used to assess effects of the Suwannee River sill (a low earthen dam constructed to impound the Suwannee River within the Okefenokee National Wildlife Refuge to eliminate wildfires) on the hydrologic environment of Okefenokee Swamp, Georgia. Developed with Arc/Info Macro Language routines in the GRID environment, the model distributes water in the swamp landscape using precipitation, inflow, evapotranspiration, outflow, and standing water. Water movement direction and rate are determined by the neighborhood topographic gradient, determined using survey grade Global Positioning Systems technology. Model data include flow rates from USGS monitored gauges, precipitation volumes and water levels measured within the swamp, and estimated evapotranspiration volumes spatially modified by vegetation type. Model output in semi‐monthly time steps includes water depth, water surface elevation above mean sea level, and movement direction and volume. Model simulations indicate the sill impoundment affects 18 percent of the swamp during high water conditions when wildfires are scarce and has minimal spatial effect (increasing hydroperiods in less than 5 percent of the swamp) during low water and drought conditions when fire occurrence is high but precipitation and inflow volumes are limited. 相似文献
88.
89.
Drawing on the idea that biodiversity is simply the diversity of living things, and that everyone knows what diversity and living things mean, most conservation professionals eschew the need to explain the many complex ways in which biodiversity is understood in science. On many biodiversity‐related issues, this lack of clarity leads to a communication gap between science and the general public, including decision makers who must design and implement biodiversity policies. Closing this communication gap is pivotal to the ability of science to inform sound environmental decision making. To address this communication gap, we propose a surrogate of biodiversity for communication purposes that captures the scientific definition of biodiversity yet can be understood by nonscientists; that is, biodiversity as a learning experience. The prerequisites of this or any other biodiversity communication surrogate are that it should have transdisciplinary relevance; not be measurable; be accessible to a wide audience; be usable to translate biodiversity issues; and understandably encompass biodiversity concepts. Biodiversity as a learning experience satisfies these prerequisites and is philosophically robust. More importantly, it can effectively contribute to closing the communication gap between biodiversity science and society at large. Experimentando la Biodiversidad como un Puente sobre el Vacío entre la Comunicación Ciencia‐Sociedad 相似文献
90.
为研究不同类型沟渠CH_4、CO_2和N_2O排放通量特征及其影响因素,于2014年3月~2015年2月,以每月一次的频率,采用静态浮箱法对成都平原的农业沟渠、农业生活复合沟渠、生活沟渠的CH_4、CO_2和N_2O排放通量进行监测.结果表明:(1)受人为活动的影响,研究区域中3种类型的沟渠CO_2、CH_4和N_2O排放通量较大,变化范围分别为-2.26~1 504.40mg·(m~2·h)~(-1)、0.69~40.00 mg·(m~2·h)~(-1)、-2.27~70.35μg·(m~2·h)~(-1),且均表现出夏季高,冬季低的特征.(2)农业生活复合沟渠CO_2排放通量显著高于农业沟渠和生活沟渠(P0.05),生活沟渠CH_4和N_2O排放通量显著高于农业生活复合沟渠和农业沟渠(P0.05).(3)水温和降雨量是影响CO_2、CH_4和N_2O排放通量的主要环境因子,溶解氧(dissolved oxgen,DO)和全氮(total nitrogen,TN)是影响CO_2和N_2O排放通量的主要水质参数;铵态氮(ammonium nitrogen,NH_4~+-N)与DO是影响CH_4排放通量的主要水质参数. 相似文献