一类状态反馈脉冲控制下的营养-产毒浮游植物动力学模型分析

基于生态调水可以改善水环境的实践背景,构建了一类状态反馈脉冲控制下的营养-产毒浮游植物的数学模型.首先研究了无控制系统的有界性、边界平衡点与正平衡点的存在性和稳定性,指出系统可存在一个、两个、三个正平衡点,并证明了鞍结点的存在性.然后利用半连续动力系统理论的后继函数、Bendixson环域定理与压缩映射定理,讨论了系统阶1周期解存在性、唯一性和稳定性.最后,给出数值模拟验证了阶1周期解的存在性.     

不同断面引水流道的水力特性分析

结合工程实际,对不同断面引水流道的水头损失、最大取水量及停泵时前池水面壅高进行了计算和物理模型试验,选定了最为合适的流道断面。     

计算模型及其软件在施工导流联合泄流中的应用

应用施工水力学方法建立了施工导流的联合泄流计算模型，在此基础上开发了施工导流联合泄流计算软件(CDHCS)。工程实例分析表明，本软件计算结果正确，计算模型合理可行。     

新疆引水式水电站冬季运行防治冰害的技术措施

分析讨论了新疆引水式水电站在冬季运行中冰、冰冻造成的危害及其产生的原因，提出了解决冰冻危害的技术措施。     

大化水电站二期导流工程导流明渠泥沙运动与冲淤

大化水电站二期导流工程截流前，导流明渠基本堵塞，靠人力及机械清淤无法按时实现截流。经过分析研究，采用主河槽预抛方案提高上游水位，使导流明渠水流速由１．０ｍ／ｓ逐渐增大到３．２５ｍ／ｓ，在１７天内冲走２５．２万ｍ３淤积泥砂，实现了按计划截流。     

跨世纪的徐州市水运网建设布局研究

简单回溯徐州市水运发展历程，剖析其存在问题及原因，综合评价其战略地位和基本条件，根据航道及水运发展的基本原则，着重提出了跨世纪的市域航道建设与布局的“一个中心，两大通道，三片循环，四面出口”总格局．     

Driver choice compared to controlled diversion for a freeway double on-ramp in the framework of three-phase traffic theory

Two diversion schemes that apportion demand between two on-ramps to reduce congestion and improve throughput on a freeway are analyzed. In the first scheme, drivers choose to merge or to divert to a downstream on-ramp based on information about average travel times for the two routes: (1) merge and travel on the freeway or (2) divert and travel on a surface street with merging downstream. The flow, rate of merging at the ramps, and the travel times oscillate strongly, but irregularly, due to delayed feedback. In the second scheme, diversion is controlled by the average mainline velocities just upstream of the on-ramps. Driver choice is not involved. If the average upstream velocity on the mainline drops below a predetermined value (20 m/s) vehicles are diverted to the downstream ramp. When the average mainline velocity downstream becomes too low, diversion is no longer permitted. The resultant oscillations in this scheme are nearly periodic. The period is dominated by the response time of the mainline to interruption of merging rather than delayed feedback, which contributes only a minor component linear in the distance separating the on-ramps. In general the second scheme produces more effective congestion reduction and greater throughput. Also the travel times for on-ramp drivers are less than that obtained by drivers who attempt to minimize their own travel times (first scheme). The simulations are done using the Kerner-Klenov stochastic three-phase theory of traffic [B.S. Kerner, S.L. Klenov, Phys. Rev. E 68 (2003) 036130].     

Validated multi‐drug determination using liquid chromatography with tandem mass spectrometry for the evaluation of a commercial drug disposal product

Currently, there are limited effective means of drug disposal for consumers, and this creates a gateway to illicit use and environmental contamination. Here, we evaluated the efficacy of a new drug disposal product, composed from a slurry of activated carbon, which claims to sequester up to 100% of a drug's active ingredient when the loading capacity is not exceeded, making it safe to dispose in landfill. High‐performance liquid chromatography with tandem mass spectrometry was applied to quantify as many as 24 drugs (opiates, barbiturates, statins, amphetamine, and benzodiazepine drugs) in the residual solvent solution from the product. Calibration curves were established in the concentration ranges of 0.25–7.0 μg/mL and showed good linearity. The limits of detection varied from 0.001 to 0.02 μg/mL, depending on the drug. Accuracy ranged from 80 to 111% for quality control samples, with a few minor exceptions. Precision overall varied between 0.2 to 12.7%. In sample bottles tested, where active ingredient of the loaded drug was below the maximum sorption capacity stated on the label, 98 to >99.9% of the active ingredient was sequestered. Percent active ingredient adsorbed was slightly lower in bottles loaded in excess of label specifications.     

引黄入晋工程申同嘴水库冬季输水安全性分析

为给万家寨引黄入晋工程中中同嘴水库是否采取保温措施提供决策依据,针对水库水温的变化情况建立了基于冰屑形态的水体结冰时间计算模型和基于冰盖形态的出库水温计算模型,计算了水库水体的结冰时间和出库水温．结果表明：库水结冰时间取决于库水位和入库水温,其中库水位影响较大;在形成有效冰盖的状态下,不采取保温加盖措施也能保证冬季输水安全．