东北地区农业现代化与新型城镇化协调发展研究

新型城镇化与农业现代化作为"三化"、"四化"乃至"五化"战略的重要核心内容,研究新型城镇化与农业现代化的协调发展对于开创中国未来城乡经济社会发展一体化的新格局至关重要。以东北三省34个地级城市为研究对象,构建农业现代化与新型城镇化的评价指标体系,结合熵值赋权、变异系数赋权的综合确权法测算城市农业现代化与新型城镇化的发展水平,基于耦合协调度模型探讨二者的耦合度与协调发展度,并划分其阶段类型,研究表明:(1)东北三省新型城镇化的发展水平排序:辽宁省吉林省黑龙江省,农业现代化的发展优势排序:黑龙江省辽宁省吉林省;辽宁与吉林省的新型城镇化发展速度超前于农业现代化,仅黑龙江省的新型城镇化发展滞后于农业现代化;(2)东北三省新型城镇化的高值区分布在以哈尔滨为核心的黑龙江省西南、以长春为核心的吉林省中部、以沈阳和大连为核心的辽宁省中部及南端,农业现代化的高值区分布在哈—大—齐—绥沿线的松嫩平原;沈阳、大连、哈尔滨、长春新型城镇化水平居于东北三省前列,哈尔滨、沈阳、齐齐哈尔、绥化农业现代化水平位于首位;(3)辽宁省新型城镇化与农业现代化的耦合协调发展度均强于黑龙江省,吉林省略低;耦合度高值区位于黑龙江省东北部的三江平原、辽宁省的沿海经济带,协调发展度高值区位于黑龙江省西南部的松嫩平原及以长春、沈阳、大连为核心的小范围圈层区域;仅哈尔滨与沈阳市处于勉强协调阶段,多数城市处于高强度、中高强度拮抗耦合与轻度、中度失调阶段。     

Hot,Salty Water: A Confluence of Issues in Managing Stormwater Runoff for Urban Streams

Research increasingly highlights cause and effect relationships between urbanization and stream conditions are complex and highly variable across physical and biological regions. Research also demonstrates stormwater runoff is a key causal agent in altering stream conditions in urban settings. More specifically, thermal pollution and high salt levels are two consequences of urbanization and subsequent runoff. This study describes a demonstration model populated with data from a high gradient headwaters stream. The model was designed to explain surface water‐groundwater dynamics related to salinity and thermal pollution. Modeled scenarios show long‐term additive impacts from salt application and suggest reducing flow rates, as stormwater management practices are typically designed to do, have the potential to greatly reduce salt concentrations and simultaneously reduce thermal pollution. This demonstration model offers planners and managers reason to be confident that stormwater management efforts can have positive impacts.     

Probabilistic Flood Inundation Forecasting Using Rating Curve Libraries

One approach for performing uncertainty assessment in flood inundation modeling is to use an ensemble of models with different conceptualizations, parameters, and initial and boundary conditions that capture the factors contributing to uncertainty. However, the high computational expense of many hydraulic models renders their use impractical for ensemble forecasting. To address this challenge, we developed a rating curve library method for flood inundation forecasting. This method involves pre‐running a hydraulic model using multiple inflows and extracting rating curves, which prescribe a relation between streamflow and stage at various cross sections along a river reach. For a given streamflow, flood stage at each cross section is interpolated from the pre‐computed rating curve library to delineate flood inundation depths and extents at a lower computational cost. In this article, we describe the workflow for our rating curve library method and the Rating Curve based Automatic Flood Forecasting (RCAFF) software that automates this workflow. We also investigate the feasibility of using this method to transform ensemble streamflow forecasts into local, probabilistic flood inundation delineations for the Onion and Shoal Creeks in Austin, Texas. While our results show water surface elevations from RCAFF are comparable to those from the hydraulic models, the ensemble streamflow forecasts used as inputs to RCAFF are the largest source of uncertainty in predicting observed floods.     

Constraining SWAT Calibration with Remotely Sensed Evapotranspiration Data

Historically, many watershed studies have been based on using the streamflow flux, typically from a single gauge at the basin's outlet, to support calibration. In this setting, there is great potential for equifinality of parameters during the optimization process, especially for parameters that are not directly related to streamflow. Therefore, some of the optimal parameter values achieved during the autocalibration process may be physically unrealistic. In recent decades a vast array of data from land surface models and remote sensing platforms can help to constrain hydrologic fluxes such as evapotranspiration (ET). While the spatial resolution of these ancillary datasets varies, the continuous spatial coverage of these gridded datasets provides flux measurements across the entire basin, in stark contrast to point‐based streamflow data. This study uses Global Land Evaporation: the Amsterdam Model data to constrain Soil and Water Assessment Tool parameter values associated with ET to a more physically realistic range. The study area is the Little Washita River Experimental Watershed, in southern Oklahoma. Traditional objective metrics such as the Nash‐Sutcliffe coefficients record no performance improvement after application of this method. However, there is a dramatic increase in the number of days with receding flow where simulations match observed streamflow.     

Does the Temporal Resolution of Precipitation Input Influence the Simulated Hydrological Components Employing the SWAT Model?

This study aimed to evaluate the influence of sub‐daily precipitation time steps on model performance and hydrological components by applying the Green and Ampt infiltration method using the Soil and Water Assessment Tool (SWAT). Precipitation was measured at a resolution of 0.1 mm and aggregated to 5‐, 15‐, 30‐, and 60‐min time steps. Daily discharge data over a 10‐year period were used to calibrate and validate the model. Following a global sensitivity analysis, relevant parameters were optimized through an automatic calibration procedure using SWAT‐CUP for each time step. Daily performance statistics were almost equal among all four time steps (NSE ≈ 0.47). Discharge mainly consisted of groundwater flow (55%) and tile flow (42%), in reasonable proportions for the investigated catchment. In conclusion, model outputs were almost identical, showing simulations responded nearly independently of the chosen precipitation time step. This held true for (1) the selection of sensitive parameters, (2) performance statistics, (3) the shape of the hydrographs, and (4) flow components. However, a scenario analysis revealed that the precipitation time step becomes important when saturated hydraulic conductivities are low and curve numbers are high. The study suggests that there is no need in using precipitation time steps <1 h for lowland catchments dominated by soils with a low surface runoff potential if daily flow values are being considered. Editor's note : This paper is part of the featured series on SWAT Applications for Emerging Hydrologic and Water Quality Challenges. See the February 2017 issue for the introduction and background to the series.     

Community gardening: cultivating subjectivities,space, and justice

Community gardens have been lauded for being inherently resistant to neoliberalism and criticised for underwriting it. To move beyond this either/or debate, we need to employ more focused lenses and specify both the processes of neoliberalisation at play and the outcomes they can produce. This paper explores the ways in which neoliberal processes of privatisation, state entrepreneurialism, and devolution intersect with community gardens, and the subjectivities that may be cultivated, the spaces that may be created and the types of justice that may be advanced as a result. It argues that certain characteristics and orientations of gardens are more conducive to resisting neoliberalism. These include the cultivation of producer, citizen, and activist subjectivities (over those of consumer, entrepreneur, and volunteer); the elevation of the use value of shared lived space (over a site’s potential exchange value) and the advancement of spatial justice through community access to non-privatised space; and food justice, through non-commodified means of obtaining food. Holding these ends in mind can help ensure that proponents of community gardening sow the seeds of the fruits they most wish to reap.     

非饱和土壤渗透系数空间不确定性对溶质运移的影响

包气带渗透系数的不确定性是影响非饱和带溶质运移的主要因素。应用贝叶斯方法对非饱和土壤渗透系数进行前处理,使用Monte-Carlo方法模拟其空间不确定性,并通过HYDRUS-1D模型对溶质运移进行数值模拟,研究包气带渗透系数的空间不确定性对溶质运移的影响。结果表明,由于包气带渗透性的不确定性使得溶质浓度分布呈现明显的不确定性,包气带内不同点的浓度值相差很大。与忽略包气带土性参数空间不确定性的模拟结果相对比,考虑包气带渗透系数不确定性的模拟结果与实际情况更加接近,更具合理性和科学性。同时,根据模拟结果,对实际工作中进行地下水数值模拟时溶质初始浓度输入值的确定提出相应建议。     

基于轴-辐理论的皖江城市带物流网络空间构建

大力发展现代物流业和皖江城市带承接产业转移示范区建设是两大重要国家级战略。首先对轴-辐理论的国内外研究现状进行了总结和归纳,分析了轴-辐网络的结构及其优劣势。其次,设计了物流中心性指数的评价指标体系,运用主成分分析法对皖江城市带的9个地级城市进行物流节点等级划分,根据分析结果的总得分和区位特征确定合肥、芜湖、安庆3个一级物流节点,形成轴三角。分析了各级物流节点间的干线及支线物流通道,构建了皖江城市带轴-辐物流网络空间。     

辽宁省沿海经济带经济与环境协调度时空演变研究

协调度理论已成为衡量区域经济增长与环境保护协调发展的重要理论。在阐述其理论的基础上,选取了经济与环境方面的评价指标、计算方法和模型。通过对辽宁省沿海经济带及其6市2000年、2002年、2004年、2006年、2008年、2009年的17项指标进行技术处理和分析,对经济带各市的经济与环境协调发展度进行了时空演变研究。结果表明,经济带及其6市10年间协调发展度在时间维度上呈现逐年上升,其类型由中度失调衰退型和濒临失调衰退型逐渐向中级协调发展型和高级协调发展型演变;经济带经济环境协调发展度整体水平逐年升高;经济带的经济综合实力f（x）和环境承载力g（y）差距不大,经济发展与环境保护基本保持同步,在环境承载力范围内经济综合实力有进一步发展的空间。     

我国漂流旅游景区的空间分布研究

近年来漂流旅游逐步成为我国夏季旅游的新兴热点,在各地发展迅速。以我国漂流旅游景区为研究对象,运用地理集中指数、不平衡指数、基尼系数等计量地理学方法和ArcGIS分析软件对其在全国的空间分布特征进行了定量与定性分析。研究表明,我国610处漂流旅游景区主要分布在中东部地区,呈集中和空间凝聚态势,且分布的均衡度很低;而在地势第三级台阶内的山地丘陵地区呈现明显的条带状凝聚,多位于降水充沛的季风性气候区。同时,漂流旅游景区的分布与区域经济发展水平之间存在一定的空间耦合关系,体现出明显的城市指向。