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在简要介绍移动平均、傅立叶交换和小波变换基本原理的基础上,比较了它们在地球化学数据处理过程中去除噪声效果的优劣,并应用于塔北雅克松-轮台地区的地球化学勘探实际。研究结果表明,小波变换是一种理想的数据处理方法。 相似文献
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移动床生物膜反应器充氧能力的试验研究 总被引:5,自引:0,他引:5
对移动床生物膜反应器的充氧能力进行了试验研究,结果表明:反应器充氧能力在添加填料比无填料时大;在悬浮载体能够均匀流化的填充率范围内,反应器充氧能力随着填充率的增大而增大;当填充率大于可以均匀流化的最大填充率时,反应器的充氧能力略有下降。 相似文献
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MBBR与A/O法对污水中有机物及氮处理效果的研究 总被引:2,自引:0,他引:2
实验在不同水力停留时间(HRT)、进水COD浓度和不同COD容积负荷条件下考察了移动床生物膜反应器(MBBR)和活性污泥A/O工艺对污水中有机物及氮的处理效果。结果表明,MBBR工艺去除有机物和脱氮效果均优于A/O工艺。在进水COD和NH3-N浓度分别为1000和25 mg/L,HRT为8 h时,MBBR的COD和TN去除率分别为92%和94%,而A/O工艺分别为78%和82%。造成这种结果的原因是MBBR的生物活性高,并且在生物膜内发生了同时硝化反硝化。MBBR脱氮能力受COD冲击明显小于A/O,但在较低进水COD浓度下,两者TN去除率均较低。 相似文献
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The focus of this paper is on the dynamics of a dense current flowing along the continental slope, and the frictionally induced downward motion it experiences. In particular, the movement of the lateral boundaries where the isopycnals meet the bottom are considered. The current is taken to be wide compared to the Rossby radius, which is in accordance with observations and makes the dynamics quasigeostrophic. The time development of the plume thickness is studied, using three different parameterisations for the bottom friction.Independently of the choice of parameterisation, the following results are obtained: In the central part of the plume friction acts as a diffusive process to minimise the curvature of the upper surface of the plume. At the upper edge the plume quickly approaches a state with small slope, i.e. small geostrophic velocity and small frictionally induced downward flow. At the lower edge a tongue of dense water shoots out creating a widening layer. The thickness of the migrating layer is approximately equal to the boundary layer depth and its downward speed is comparable to the along-slope geostrophic velocity. The downslope end of the migrating layer may form a steep front which requires some precautions in the numerical procedure. 相似文献
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N. Foroud R. S. Broughton G. L. Austin 《Journal of the American Water Resources Association》1984,20(1):87-91
ABSTRACT: The effects of a moving rainstorm on flood runoff characteristics were investigated. A flood hydrograph simulation model called “FH-Model” and a natural watershed were used. A hypothetical rainstorm of 50 years recurrence interval, 75 mm depth, and 4 hours duration was used to show the effects of velocity and direction of the moving rainstorm on the runoff characteristics. Compared with an equivalent stationary rainstorm (ESRS), the peak flow caused by a rainstorm moving in a downstream direction with a speed equal to channel velocity, V, was 27.5 percent higher and the peak flow caused by the same rainstorm moving in an upstream direction was 21.7 percent smaller. These percentages reduced to 10.5 percent and 8.6 percent for storms moving downstream and upstream, respectively, at three times the channel velocity, 3V. There were negligible differences in the time of peak, Tp between runoff caused by storms moving downstream and runoff produced by ESRS. However, Tp for a storm moving upstream at V velocity was 82 percent higher than that produced by ESRS, but was reduced to 27 percent higher when the storm velocity was 3V. 相似文献