Specific Features of the Dynamics of Murine Rodent Communities under the Effects of Urbanization: 2. Maintenance of Population Size

The reproduction dynamics of nonsynanthropic rodents living in urbanized areas was compared with that of rodents from natural communities. The number of females in a community and the number of embryos and placental spots per female were estimated. The mechanisms providing for the maintenance of population size were different in different habitats. In particular, the urban communities of murine rodents proved to have a higher reproductive potential.     

新时期城镇化进程中的农民工问题与对策

在新时期城镇化进程中。农民工的流动具有新的特点：农民工基数大、集中度高。造成流向偏差进而引发“大城市病”,面临组织化程度低、社会地位被“边缘化”,遭受经济贡献与利益分事上的失衡．并且新生代农民工和返航农民工正从农民工群体内部分化出来。在这种情况下。应增强中小城市的吸引力．加强城乡劳动力市场一体化建设。为进城农民工提供必要的公共服务和社会保障,加强职业技能培训。合理引导农民工“返航”潮流。帮助新生代农民工融入城市．防止“拉美陷阱”的出现。     

城市化水平测度及其与水环境质量关联性分析

中国城市化正处在快速发展时期,城市化进程对水环境质量产生了重要影响.在对合肥城市化水平进行测度的基础上,利用灰色关联分析法对合肥城市化与巢湖水环境质量进行了关联分析.结果显示：合肥市产业结构对巢湖西半湖水环境质量的影响较大;在城市化发展初期,第二产业成为影响水质的主要因素;近年随着产业结构调整,第三产业比重逐步提高,成为水质改善的驱动力.因此,在合肥城市化进程中第二、三产业比重对水环境的影响不容忽视,应加强产业结构调整,促进城市化与水环境质量的协调发展.     

快速城镇化进程中城市河流污染治理问题研究

城市河流是城市的生命线,对于当地经济发展和居民身心健康均有不可替代的重要作用。通过分析我国城市河流污染的总体现状发现,我国城市河流治污面临着城市化进程、区域利益分化、职能部门能力缺失等困境,以此为前提,分别从树立正确的城市河流治污观念、设立流域综合管理机构、预防为主和防控结合、建立科学合理的城市河流生态系统修复模式几方面提出完善对策。     

淮河流域新型城镇化水平的空间差异及其影响因素分析

以淮河流域31个地级市为研究对象,从人口、经济、生活和环境四个方面构建了新型城镇化水平的综合评价指标体系,利用熵值法对其综合城镇化水平及其子系统水平进行评价.结果表明,淮河流域地区新型城镇化发展水平存在较强的空间依赖性,即一个地区城镇化水平的提高通过空间溢出促进周边地区的城镇化发展,地区产业结构的变化是决定其新型城镇化水平的主要因素,尤其是第三产业发展对其影响极大.     

顺德城市化进程的障碍、优势、目标与对策

文章对加快顺德市城市化进程的障碍因子和优势条件进行了分析，认为“滞后城市化”是经济增长和产业发展的主要瓶颈，并提出加快顺德城市化进程的优势条件已成熟，必须抓住机遇，确立发展目标，走可持续发展的城市化道路。     

BACTERIAL RELATIONSHIPS IN STORMWATERS1

ABSTRACT: Data were developed within a three-year period for indicator bacteria and three species of bacterial pathogens following rural storm event hydrographs. The first flush concept was confirmed in all hydrographs. Bacterial density peaking occurred at or before the hydrograph peaks. FC and FS values were higher in more developed areas than the primary rural test site and their numerical ratios followed similar trends. Chlorine demand of storm waters varied between 8 and 16 mg/l and, the ozone requirement was greater than 32 mg/l in the same waters. Aftergrowth of total coliform bacteria occurred following chlorine and ozone doses of 16 mg/l and 32 mg/l respectively. Fecal coliform, fecal streptococci, Salmonella sp., and Pseudomonas sp. all were reduced to near detectable limits by the disinfectants up to 8 days. Staphylococcus sp. demonstrated a propensity to restablish their populations. Multiple regression analysis of the bacterial groups and species in storm waters suggested the fecal streptococci to have been the most useful group in evaluating bacterial storm water quality, with staphylocci have been closely related insofar as their statistical significance was concerned.     

SEASONAL OCCURRENCE OF ANNUAL FLOODS ON SMALL PENNSYLVANIA WATERSHEDS1

A study is presented of the months in which the instantaneous annual maximum discharges from 66 watersheds occurred. The 2,052 flood values were measured on areas ranging from 2.4 through 214 square miles. The longest record was 60 years; the three shortest were 20. Pictorial results show both the number of floods for each month and individual discharges relative to the mean flood. A parameter which is weighted in this manner accounts for both the incidence and the magnitude of floods. Peculiarities of flood-timing charts, based on this parameter, are discussed with respect to watershed size, soils, geology, and land use. After anomolous watersheds had been assigned to special categories, flood-timing charts from most records exhibit a regional dichotomy dividing eastern from western Pennsylvania.     

BASE FLOW TRENDS IN URBANIZING WATERSHEDS OF THE DELAWARE RIVER BASIN1

Rapid land development is raising concern regarding the ability of urbanizing watersheds to sustain adequate base flow during periods of drought. Long term streamflow records from unregulated watersheds of the lower to middle Delaware River basin are examined to evaluate the impact of urbanization and imperviousness on base flow. Trends in annual base flow volumes, seven‐day low flows, and runoff ratios are determined for six urbanizing watersheds and four reference watersheds across three distinct physiographic regions. Hydrograph separation is used to determine annual base flow and stormflow volumes, and nonparametric trend tests are conducted on the resulting time series. Of the watersheds examined, the expected effects of declining base flow volumes and seven‐day low flows and increasing stormflows are seen in only one watershed that is approximately 20 percent impervious and has been subject to a net water export over the past 15 years. Both interbasin transfers and hydrologic mechanisms are invoked to explain these results. The results show that increases in impervious area may not result in measurable reductions in base flow at the watershed scale.     

STREAM-CHANNEL INCISION FOLLOWING DRAINAGE-BASIN URBANIZATION1

ABSTRACT: Urbanization of a drainage basin results in pervasive hydrologic changes that in turn initiate long-term changes in stream channels. Increases in peak discharges and in durations of high flows result in either quasi-equilibrium channel expansion, where cross-section area increases in near-proportion to the discharge increase, or catastrophic channel incision, where changes occur far out of proportion to the discharge increases that initiated them. Field data and hydrologic modeling of rapidly urbanizing basins in King County, Washington, define conditions of flow, topography, geology, and channel roughness that identify streams susceptible to incision. Channel slope and geologic material are particularly critical; thus simple map overlays, nearly irrespective of contributing drainage area, provide a valuable planning tool for identification of susceptible terrain. Where such conditions exist, basal shear stress provides a quantifiable parameter for predicting likely problems, although knickpoints are typical in such settings and confound simple calculation of sediment-transport rates. Where urbanization proceeds in such areas, effective mitigation of the incision hazards requires a degree of stormwater control far in excess of standards typically applied to present development activity.