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排序方式: 共有3436条查询结果,搜索用时 15 毫秒
941.
围岩散热计算及壁面水分蒸发的处理 总被引:3,自引:2,他引:3
笔者采用湿度系数法对壁面水分蒸发进行了处理,对计算壁面处饱和空气含湿量的方法进行了改进,将饱和空气含湿量与温度的关系拟合为二次曲线;建立了在考虑壁面水分蒸发情况下解算巷道围岩温度场分布及围岩向风流的散热量的数学方程,并采用异步长有限差分法对其进行了数值模拟求解;解算出巷道壁面水分蒸发情况下围岩温度分布、壁面温度和围岩散热量的变化规律;并与将饱和空气含湿量与温度的关系拟合为线型关系曲线时的解算结果进行了对比,将饱和空气含湿量和温度之间的关系拟合为线性的计算结果存在一定的误差,通风时间越长,湿度系数越大,风流相对湿度越小,拟合为线性时计算出来的壁面温度和围岩散热量的误差越大。 相似文献
942.
943.
介绍了覆膜滤料的特性与应用,覆膜滤料与传统滤料相比较所具有的优点.提出在许多复杂的烟气治理中应大力推广使用覆膜滤料以满足生产要求和达到日益严格的环保排放标准,从而改善环境质量,节能降耗. 相似文献
944.
945.
ESTIMATING TMDL BACKGROUND SUSPENDED SEDIMENT LOADING TO GREAT LAKES TRIBUTARIES FROM EXISTING DATA1
Peter J. Whiting 《Journal of the American Water Resources Association》2006,42(3):769-776
ABSTRACT: The total maximum daily load (TMDL) for suspended sediment is the maximum quantity of suspended sediment that can enter a waterway without affecting the beneficial uses of the waterway. It is calculated as the sum of permissible allotments of point sources of suspended sediment, permissible allotments of nonpoint sources of suspended sediment, background (natural) loading of suspended sediment, and a margin of safety. The goal of this project was to develop methods for estimating background levels of sediment loads in tributaries of the Great Lakes. Such quantification is key to determining permissible TMDL in waters that do not meet water quality standards under the Clean Water Act of 1972. Suspended sediment loading for 46 rivers was estimated from data collected at U.S. Geological Survey (USGS) gages. Land use and physiographic attributes were estimated for these gaged basins with a geographic information system (GIS). Basin attributes and sediment yield data are the basis for examining two approaches to estimating background suspended sediment loads. One method, based upon envelope curves of sediment yield and drainage area, will be shown to have considerable merit. A second method, based upon correlation of sediment yield to various basin attributes such as drainage area and land use, will be shown to be fraught with difficulties. 相似文献
946.
Donald R. Demetrius Kaye L. Brubaker Stanley R. Davis 《Journal of the American Water Resources Association》2002,38(1):275-288
ABSTRACT: Design of bridges spanning tidal estuaries or bays requires an estimate of peak tidal flow. One common approach to estimating these flows (Neill's method) uses a first‐order approximation of uniform water surface rise in the water body. For larger water bodies, the assumptions of this method are decreasingly valid. This study develops a simple modification that accounts for the spatial variability in the response of tidal waterways to storm surge flows. The peak tidal flow predicted by Neill's equation is compared to the peak flow determined by numerical simulation of estuaries with simple geometries, ranging from 1 to 25 km in length, using the U.S. Army Corps of Engineers one‐dimensional unsteady flow model, UNET. Results indicate that, under certain conditions, it may be appropriate to apply a correction factor to the peak discharge and peak velocity predicted by Neill's method. An algorithm, developed by nonlinear regression, is presented for computing correction factors based on estuary length, shape, mean depth, and storm‐tide characteristics. The results should permit the design of more reliable, cost‐effective structures by providing more realistic estimates of the potential for bridge scour in tidal waterways, especially when a full solution of the unsteady flow equations is impractical. 相似文献
947.
D. S. Cherry R. K. Guthrie 《Journal of the American Water Resources Association》1977,13(6):1227-1236
ABSTRACT: The concentration of 10 [titanium (Ti), manganese (Mn), copper (Cu), chromium (CR), zinc (Zn), arsenic (As), selenium (Se), cobalt (Co), cadmium (Cd), and mercury (Hg)] toxic elements were measured in the water, benthic sediment, plants, invertebrates, and vertebrates of an ash basin and its drainage system at a coal-fired power plant of the Savannah River Project, Aiken, S.C., over a period of two years. During 12 months of this period the basin was essentially filled and little settling of ash occurred. In the remaining 12 months, dredging had been completed, adequate settling occurred and most of the effluent turbidity was removed. All elements were more concentrated in sediment and biota than in water, and five (Mn, Cu, As, Zn, and Se) were biomagnified by at least one biotic component as compared to concentration in benthic sediment. Plants had high accumulations of Ti, Mn, As, and Hg; invertebrates had high accumulations of Co, Hg, Cu, Cr, Cd, and As; and vertebrates greatly biomagnified Se and Zn. The streamlined biotic community of the system accomplished major removal of Mn, Zn, As, Se, and Cd from the effluent. The magnitude of bioaccumulation of Ti, Mn, Zn, As, Se, Cd, and Hg was increased during the period of adequate settling in the basin. 相似文献
948.
钛合金ZrN耐磨抗冲蚀防护涂层 总被引:3,自引:0,他引:3
采用真空多弧镀设备在TC11钛舍金表面沉积超硬耐磨ZrN防护涂层,通过增压气流固体颗粒冲蚀实验评价ZrN涂层的耐磨抗冲蚀性能,划痕仪测试涂层与基体的结合力,SEM、X射线分析涂层组成及观察涂层冲蚀前后表面形貌,盐雾及电化学实验测试涂层耐腐蚀性能。结果表明,ZrN涂层成分主要为(111)择优取向的ZrN相;ZrN涂层不影响钛合金的耐腐蚀性能及疲劳性能;ZrN涂层与基体结合牢固.涂层大大提高了基体的耐磨抗冲蚀性能。 相似文献
949.
950.
蓟运河流域地表水质时空变化特征分析 总被引:15,自引:2,他引:13
通过对不同时段和不同监测点环境监测数据的对比分析 ,研究蓟运河干流地表水质的时空变化特征 .结果发现 ,在空间上 ,蓟运河干流自上游至下游 ,地表水质总体上表现为不断恶化的趋势 ;在时间上 ,除了 NH4-N浓度有增加的趋势外 ,其它各项监测指标的浓度 ,1998年与 1995年和 1990年相比 ,没有明显的变化 .分析影响蓟运河地表水质变化的原因主要为 :土地利用结构变化 ,如耕地面积增加和林草地面积减少 ;城镇集中区大量工业废水和生活污水的排放 . 相似文献