中国城镇化道路的反思与对策

改革开放加速了我国的城镇化进程。从1978年至2010年,城镇化率由17.92%迅速提高到49.95%,形成了长三角、珠三角、京津冀三大城市群,一批区域性城市群正在加速形成。城镇化的快速发展特别是城市群的形成为推动我国经济社会发展和增强国际竞争力发挥了重要作用。但与此同时,城镇化也带来了突出的可持续发展问题。主要表现在:人口过度膨胀,城市病集中爆发,经济增长与宜居性背道而驰;城市面貌千篇一律,野蛮拆迁横行,土地型资本运作难以持续;进城易,定居难,城乡"二元社会"问题正演变为城市内定居群体与流动群体"二元社会"问题;城市间恶性竞争,产业同构,建立分工协作的机制任重道远。基于此,本文提出了未来10年推进我国城镇化的对策思路:坚持积极发展小城市和小城镇方针,缓解地域中心城市人口压力;创新农村居民点用地管理制度,实现城镇化与新农村建设有机统一;加强城市规划与管理的科学化,全力提升城市品位;建立跨区域城市协调机制,破解恶性竞争与产业同构困局;促进公共服务均等化,消除新老"二元社会"问题。     

江苏沿海城镇化与生态环境协调发展量化分析

城镇化与生态环境之间存在着客观的动态耦合关系,以江苏沿海三市(南通、盐城、连云港)2000-2009年统计数据为基础,分别从人口、经济、空间、社会城镇化和生态环境压力、状态、响应等层面构建了城镇化与生态环境协调发展的综合评价指标体系,利用协调发展模型对其演化趋势进行了量化分析。结果表明:①城镇化指数逐步提高,呈线性增长趋势,进入城镇化快速发展时期;②生态环境指数具有不同的变化特征,表现为波动上升趋势,生态环境质量不断得到改善;③城镇化与生态环境协调发展度指数表现出多样化的等级类型,当城镇化水平发展到一定阶段,生态环境压力也随之增大,同时人们的环境保护意识与逐步增强,两者之间的交互作用逐步走向适应与协调。     

基于宜居视角的居住城市化水平测度——以大连市为例

从宜居的视角出发,结合大连市发展现状建立居住城市化水平测度指标体系,利用模糊层次分析法（AHP）确定指标权重,计算居住城市化水平测度综合指数。通过整理样本社区测度综合指数的数据,建立指标数据库,利用地理信息系统软件MapInfo 10进行格网赋值,构建基于空间插值法的居住城市化水平测度模型,绘制大连居住城市化水平测度专题图,直观展现大连市居住城市化水平发展的时空变化特征。结果表明,1995—2010年大连市居住城市化发展呈现出由整体发展水平低、内部差异小到发展速度提高、地域发展不均衡,再到发展速度减慢,日趋平衡,最后实现发展速度再次提高、均衡发展、差异减小的阶段特征。     

人力资本、社会资本与市民化抑制

新生代农民工问题的终结是市民化,但是目前许多新生代农民工存在市民化阻碍,这不利于我国城市化进程的推进和经济的持续健康发展。对沈阳和余姚两地区进行了案例调查,得到了两地区新生代农民工的调查数据。运用调查数据,首先采用需求可识别的biprobit模型对新生代的农民工市民化抑制程度进行了测度,并预测出新生代农民工个体的市民化抑制程度。在对新生代农民工个体的市民化抑制程度指标进行分位数回归分解的基础上,分析了人力资本和社会资本对新生代农民工市民化抑制程度的影响,以期促进新生代农民工的城市融入。研究发现:新生代农民工的社会资本水平是影响其市民化的关键因素,人力资本水平的提高只有在市民化抑制程度高于80%时才会使市民化抑制程度下降。因此,相应的政策建议为,政府应加强新生代农民工城市公共服务的享用水平;发展和健全农民工工会组织;在市民化抑制程度较高的地区应特别加强新生代农民工职业技能的培训。     

陕西省产业结构演变的城市化响应地域差异分析

将产业结构演变的城市化响应系数作为衡量区域产业结构演变城市化响应强度的变量指标，运用变异系数和离差分析方法对陕西省产业结构演变的城市化响应进行类型划分，可划分为强响应区、中等响应区、弱响应区三种类型区；运用广义脉冲响应法对三种类型区分别进行产业结构演变城市化响应系数与各影响因素之间相关性的动态研究，探讨陕西省产业结构演变的城市化响应时至差异性。     

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.     

城市环境水文问题分析

城市化对水环境污染是一个具有普遍性和严重性的问题.城市水环境污染分为点污染和面污染两类.本文针对城市降雨径流污染(城市面源污染)作了系统分析.其内容包括城市化对降雨径流的影响,城市面污染的积累和暴雨径流的冲刷,以及推求城市暴雨径流污染负荷过程的模拟途径.     

POLLUTANT LOADS IN URBAN STORMWATER: REVIEW OF METHODS FOR PLANNING-LEVEL ESTIMATES1

ABSTRACT: A review of methods for planning-level estimates of pollutant loads in urban stormwater focuses on transfer of charac. teristic runoff quality data to unmonitored sites, runoff monitoring, and simulation models. Load estimation by transfer of runoff quality data is the least expensive, but the accuracy of estimates is unknown. Runoff monitoring methods provide best estimates of existing loads, but cannot be used to predict load changes resulting from runoff controls, or other changes of the urban system. Simulation models require extensive calibration for reliable application. Models with optional formulations of pollutant build up, washoff, and transport can be better calibrated and the selection of options should be based on a statistical analysis of calibration data. Calibrated simulation models can be used for evaluation of control alternatives.     

EFFECTS OF INITIAL ABSTRACTION AND URBANIZATION ON ESTIMATED RUNOFF USING CN TECHNOLOGY1

ABSTRACT: Few studies have been conducted to explore the effects of initial abstraction on estimated direct runoff despite the widespread use of the curve number (CN) method in many hydrologic models to estimate direct runoff. In this study, use of a 5 percent ratio of initial abstraction (I_a) to storage (S) to estimate daily direct runoff with modified CN values for a 5 percent I_a/S value was investigated using the Long‐Term Hydrologic Impact Assessment (L‐THIA) geographic information system (GIS). In addition, the effects on estimated runoff of altering the hydrologic soil group due to urbanization were investigated. The L‐THIA model was applied to the Indiana Little Eagle Creek watershed with 5 percent and 20 percent I_a/S values, considering hydrologic soil group alteration due to urbanization. The results indicate that uses of a 5 percent l_a/S and modified CN values and Hydrologic Soil Group D for urbanized areas in model runs can improve long term direct runoff prediction.     

HYDROLOGIC BEHAVIOR OF VEGETATED ROOFS1

ABSTRACT: Control of stormwater runoff from impervious surfaces is an important national goal because of disruptions to downstream ecosystems, water users, and property owners caused by increased flows and degraded quality. One method for reducing stormwater is the use of vegetated (green) roofs, which efficiently detain and retain stormwater when compared to conventional (black) roofs. A paired green roof‐black roof test plot was constructed at the University of Georgia and monitored between November 2003 and November 2004 for the green roof's effectiveness in reducing stormwater flows. Stormwater mitigation performance was monitored for 31 precipitation events, which ranged in depth from 0.28 to 8.43 cm. Green roof precipitation retention decreased with precipitation depth; ranging from just under 90 percent for small storms (< 2.54 cm) to slightly less than 50 percent for larger storms (> 7.62 cm). Runoff from the green roof was delayed; average runoff lag times increased from 17.0 minutes for the black roof to 34.9 minutes for the green roof, an average increase of 17.9 minutes. Precipitation and runoff data were used to estimate the green roof curve number, CN = 86. This information can be used in hydrologic models for developing stormwater mitigation programs.