一种新的融合粒子群算法的混合蟑螂群算法

针对连续蟑螂算法存在初始解质量不高和算法评价次数过多的问题,提出了一种融合了粒子群算法的混合蟑螂群算法并应用于函数优化问题.首先由基本粒子群算法快速收敛到解空间内一个相对优的解,然后由一种改进的蟑螂算法完成全局寻优.仿真结果显示:混合蟑螂算法具有收敛速度快、求解精度高的特点,其算法整体性能优于已存在的连续蟑螂算法.     

新的仿生算法:蟑螂算法

通过模拟蟑螂的觅食行为,提出蟑螂算法(Cockroach Swarm Optimization,CSO)。算法充分利用了蟑螂社会的平等特性和群体智慧。食物再分配、回巢等策略的使用使算法具有较强的全局搜索和局部搜索能力。以TSP问题为例对算法进行仿真测试,实验证明算法有效且优于存在的离散粒子群算法(Discrete Particle Swarm Optimization,PSO)。     

承压式溢流井淤积实验研究

为研究承压式溢流井的淤积规律,通过模型实验实测了井底面速度分布,并据此计算出相应的床面切应力。根据相似准则进行泥沙沉积实验,得到不同工况下的泥沙沉积分布。结果显示,溢流井内流场在恒定流工况时由一对大致对称的椭圆形涡流组成,而且涡流周围区域的紊动能及切应力均较大,其冲刷力亦较强,泥沙难以沉积下来。涡流中心和四周角落区域的切应力及冲刷力较小,有大量泥沙沉积。分析比较泥沙沉积位置与切应力分布,即可估计出模型沙的临界切应力值为0.05～0.07N/m2。     

基于跟踪状态监视的稳健航迹关联与融合算法

空间邻近目标跟踪过程中存在航迹交错现象,传统的航迹关联与融合算法可靠性大大降低。提出基于跟踪状态监视的稳健航迹关联与融合跟踪算法:首先,采用滑窗式全局最优关联方法利用多帧航迹数据确认航迹关联对,并建立系统航迹;然后,根据确认关联航迹的实时关联状态检测航迹交错;最后,根据航迹衰减残差识别运动状态,自适应选择融合量测或者融合状态估计完成系统航迹的状态更新。仿真结果表明,算法能够提高融合航迹精度,实现稳健航迹关联与融合。     

The potential to retrofit sustainable drainage systems to address combined sewer overflow discharges in the Thames Tideway catchment

Experience of retrofitting sustainable drainage systems (SuDS) in the United Kingdom is limited, and there are no well‐established procedures for evaluating the feasibility, value or cost‐effectiveness of doing this, particularly at the catchment scale. This paper demonstrates a two‐phase process for evaluating the potential to retrofit SuDS to address combined sewer discharges in three subcatchments within the Thames Tideway catchment of London. The first phase evaluates what might be achieved with various levels of disconnection (‘global’ disconnection scenarios) using hydraulic models, while the second phase considers how disconnection might practically be achieved. High levels of disconnection are technically possible but practicably difficult. In selected cases, and with aggressive implementation of SuDS, combined sewer overflow CSO discharges could potentially be eliminated or reduced to acceptable levels without the need for any modifications to underground assets. However, retrofit SuDS could not eliminate the requirement for some form of sewer modification in any subcatchments.     

Doing the first loop of planning for sustainable urban drainage system retrofits: A case study from Odense,Denmark

The planning and implementation of sustainable urban drainage systems (SUDS) requires intensive collaboration between professions and institutions. To improve the conditions for such practice in Denmark, the first loop of a SUDS-based retrofitting project was completed in Odense over a 6-month period. The project involved officials from the City of Odense and Odense Water Ltd., as well as university researchers. Studies of hydrological, environmental and socio-cultural aspects were developed by disciplinary teams and used to draft integrated solutions for two selected city districts. Albeit sewer surcharge was the initial catalyst, the main driver for the drafted solutions was urban planning. An assessment of the impact 1.5 years after completion indicated that the employed approach is valuable. In Odense, a planning procedure reflecting the loop process has become new practice. The project represents a key reference for the introduction of SUDS in Denmark.     

Consideration of metals levels in identifying CSO abatement options

Levels of total metals (Pb, Cu, Zn, Cr, Ni) from samples in Buffalo, NY, were generally higher in combined sewage than sanitary flow. Sewer separation should therefore be considered carefully when choosing combined sewer overflow (CSO) abatement options. The first flush phenomenon was typically observed for sampled CSO events and first flush control may be effective in reducing receiving water impacts. Event mean concentration is often used for runoff quality evaluation, without consideration of concentration variability. The Weibull and lognormal distributions best fit the event mean concentration data and could be used to assess contaminant loading variability.     

Contribution of combined sewer overflows to trace contaminant loads in urban streams

The present study examines the contribution of combined sewer overflows (CSO) to loads and concentrations of trace contaminants in receiving surface water. A simple method to assess the ratio of CSO to wastewater treatment plant (WWTP) effluents was applied to the urban River Spree in Berlin, Germany. The assessment indicated that annual loads are dominated by CSO for substances with removal in WWTP above ∼95%. Moreover, it showed that substances with high removal in WWTP can lead to concentration peaks in the river during CSO events. The calculated results could be verified based on eight years of monitoring data from the River Spree, collected between 2000 and 2007. Substances that are well removed in WWTP such as NTA (nitrilotriacetic acid) were found to occur in significantly increased concentration during CSO, while the concentration of substances that are poorly removable in WWTP such as EDTA (ethylenediaminetetraacetic acid) decreased in CSO-influenced samples due to dilution effects. The overall results indicate the potential importance of the CSO pathway of well-removable sewage-based trace contaminants to rivers. In particular, high concentrations during CSO events may be relevant for aquatic organisms. Given the results, it is suggested to include well-removable, sewage-based trace contaminants, a substance group often neglected in the past, in future studies on urban rivers in case of combined sewer systems. The presented methodology is suggested for a first assessment, since it is based solely on urban drainage data, which is available in most cities.     

对CATV系统指标叠加与分配的探讨

针对全电缆系统与HFC系统两种网络结构对有线电视系统指标的叠加与分配进行了探讨，论述了它们的不同点，提出在HFC系统中应使用HFC的指标计算公式。     

有线数字电视长距离光纤传输中的色散补偿

有线数字电视信号在长距离光纤传输中存在色散问题,色散使系统的CSO指标劣化,适当地进行色散补偿可以大幅提升CSO指标,降低误码率(BER).