居民购物出行时空特征及影响因素研究——基于中国时间利用调查

在市场经济日趋成熟、购物需求日益多样的今天,掌握居民购物出行规律,对合理布局商业空间、科学规划交通路网和提升公民个人福利具有积极意义。本文基于全国29个省份174个地级行政区30591位受访者的主要和次要活动时间利用调查数据,通过GIS空间分析对居民购物活动参与率、购物持续时间和由购物产生的交通出行时间进行系统分析后,构建离散选择模型探讨居民购物出行活动的影响因素。研究发现：农村和西部地区居民购物参与率较低,但持续时间较长;城镇和东部沿海地区居民的购物参与率较高,但持续时间较短;农村地区及青海、内蒙古、重庆、云南等地的城镇居民交通出行时间较长。居民购物出行受到居民个体属性、居民家庭属性以及区位条件因素综合影响,且购物参与率与持续时间在某些群体呈现一定互斥。最后,从基础设施建设、购物中心规划布局等方面提出城乡空间布局与交通发展优化的对策建议。     

“双碳”目标下全域土地综合整治的学理研究与实践路径

全域土地综合整治作为优化乡村国土空间的重要实践活动,既是人为土地利用的重要碳源之一,也对缓解土地利用碳排放具有积极作用。为解析其与“双碳”目标的互馈机制与耦合关系,剖析其对实现“双碳”目标的贡献作用,提出全域土地综合整治碳效应的学理研究问题与实践应用路径。结果表明：① 与传统土地整治相比,全域土地综合整治具有更强的战略性、综合性和系统性,作为面向全要素全空间的土地实践活动,其价值导向和实践方式更多元,与“双碳”目标联系更密切,固碳减排可操作性更强;② 基于文献计量研究发现,面向“双碳”目标的全域土地综合整治应在碳效应影响因素解析、碳核算体系构建、空间布局优化等方面开展学理研究和关键问题探索;③ 研究提出了综合规划引领、工程建设和建后管护的实践应用路径,全域土地综合整治通过调整技术方法体系、优化规划编制和实施等各环节,对实现“双碳”目标具有重要推动作用。研究为面向“双碳”目标的全域土地综合整治提供理论研究视角和实践参考,为全域土地综合整治助力“双碳”目标实现提供借鉴。     

地理学视角下旅游安全事故成因研究

学界对旅游安全事故成因的分析主要借鉴安全管理学,旅游活动的地理时空特殊性未受到充分重视,已有相关研究偏宏观定量测度,深度案例研究较少。从旅游场地特征、惯常非足迹环境和流动性三个因素入手,对2009—2019年共84起赴泰游客安全事故进行时空场景特征解析,为旅游安全事故防控提供了来自地理学的补充解释。研究发现：第一,旅游安全事故的类型与危害程度受到目的地客观地理环境特征的高度影响,而并非是单纯的管理问题。泰国夏季多暴雨的气候特征与多山地的地形特征显著影响了涉水旅游活动以及水陆交通活动,导致船艇交通事故、山区车祸与沙滩溺亡事故高发。第二,旅游目的地中存在的惯常非足迹环境场所容易触发安全事故,如：公路、沙滩泳场、酒店、便利店等。由于中泰社会与文化差异较大,惯常非足迹环境容易导致游客产生风险认知偏差,进而提高了行为决策的出错率,从而增加了安全风险。第三,空间流动性越高的场所,安全事故发生的概率越高,如交通道路和海域航线等地。本文的贡献在于揭示了地理环境复杂性对旅游安全管理与主体风险认知偏差的影响。     

Literature review of accessibility measures and models used in land use and transportation planning in last 5 years

Journal of Geographical Sciences - Since its inception accessibility has undergone various changes in the way it is defined, measured, and modeled. The paper reviews the recent advancements made in...     

基于弱势人群个体可达性评价的社区服务设施配置研究

当前我国人口形势面临老龄化与少子化风险,抓好“一老一小”、确保老有所养和幼有所育成为我国城乡发展中特别关注的方面。在这一背景下,如何营造有利于养老和生育的社会环境,如何针对老年人、育龄妇女和儿童等弱势人群提供更为合理的设施配置成为民生工程的重要内容。社区服务设施作为城市公共服务的空间载体,其配置模式的完善与提升是落实以人为本、集中体现社会公平的重要路径。当前,从网络地图规划路径API获取的出行时间成本矩阵能够为可达性研究提供接近真实的出行时间数据,此外个体化的人口数据如实有人口数据能够以其丰富的属性信息为识别各类弱势人群提供依据,同时精确刻画人口的空间分布。本文基于弱势人群的需求特征与相关规范,对老年人、育龄妇女和儿童三类弱势人群提出了明确定义,并构建了面向各类弱势人群个体使用需求的社区服务设施供给标准。在此基础上,利用实有人口数据、网络地图出行时间成本矩阵和POI数据,综合考虑社区服务设施的服务容量,提出了基于弱势人群个体可达性评价的社区服务设施供给评价与布局优化方法,并以广州市人民南社区为例进行了应用实践。研究表明,人民南社区的弱势人群服务设施供给存在不足,优化配置后设施的供需情况更加合理,服务人口覆盖率亦明显提升。本文提出的方法能够从独立个体尺度精确评价社区弱势人群服务设施的布局合理性,在拓展数据类型及应用方法方面为当前人口形势下精细化研究服务设施的空间分布和供需问题提供新的思路。     

Effect of growing watershed imperviousness on hydrograph parameters and peak discharge

An increasing impervious area is quickly extending over the Wu‐Tu watershed due to the endless demands of the people. Generally, impervious paving is a major result of urbanization and more recently has had the potential to produce more enormous flood disasters than those of the past. In this study, 40 available rainfall–runoff events were chosen to calibrate the applicable parameters of the models and to determine the relationships between the impervious surfaces and the calibrated parameters. Model inputs came from the outcomes of the block kriging method and the non‐linear programming method. In the optimal process, the shuffled complex evolution method and three criteria were applied to compare the observed and simulated hydrographs. The tendencies of the variations of the parameters with their corresponding imperviousness were established through regression analysis. Ten cases were used to examine the established equations of the parameters and impervious covers. Finally, the design flood routines of various return periods were furnished through use of approaches containing a design storm, block kriging, the SCS model, and a rainfall‐runoff model with established functional relationships. These simulated flood hydrographs were used to compare and understand the past, present, and future hydrological conditions of the watershed studied. In the research results, the time to peak of flood hydrographs for various storms was diminished approximately from 11 h to 6 h in different decrements, whereas peak flow increased respectively from 127 m³ s^?1 to 629 m³ s^?1 for different storm intensities. In addition, this study provides a design diagram for the peak flow ratio to help engineers and designers to construct hydraulic structures efficiently and prevent possible damage to human life and property. Copyright © 2007 John Wiley & Sons, Ltd.     

A steepness index unit volume flood hydrograph approach for sub‐daily flow disaggregation

The estimation of sub‐daily flows from daily flood flows is important for many hydrological and hydraulic applications. Flows during flood events often vary significantly within sub‐daily time‐scales, and failure to capture the sub‐daily flood characteristic can result in an underestimation of the instantaneous flood peaks, with possible risk of design failure. It is more common to find a longer record of daily flow series (observed or modelled using daily rainfall series) than sub‐daily flow data. This paper describes a novel approach, known as the steepness index unit volume flood hydrograph approach, for disaggregating daily flood flows into sub‐daily flows that takes advantage of the strong relationship between the standardized instantaneous flood peak and the standardized daily flood hydrograph rising‐limb steepness index. The strength of this relationship, which is considerably stronger than the relationship between the standardized flood peak and the event flood volume, is shown using data from six rivers flowing into the Gippsland Lakes in southeast Australia. The results indicate that the steepness index unit volume flood hydrograph approach can be used to disaggregate modelled daily flood flows satisfactorily, but its reliability is dependent on a model's ability to simulate the standardized daily flood hydrograph rising‐limb steepness index and the event flood volume. Copyright © 2007 John Wiley & Sons, Ltd.     

Seasonal rainfall–runoff relationships in a lowland forested watershed in the southeastern USA

Hydrological processes of lowland watersheds of the southern USA are not well understood compared to a hilly landscape due to their unique topography, soil compositions, and climate. This study describes the seasonal relationships between rainfall patterns and runoff (sum of storm flow and base flow) using 13 years (1964–1976) of rainfall and stream flow data for a low‐gradient, third‐order forested watershed. It was hypothesized that runoff–rainfall ratios (R/P) are smaller during the dry periods (summer and fall) and greater during the wet periods (winter and spring). We found a large seasonal variability in event R/P potentially due to differences in forest evapotranspiration that affected seasonal soil moisture conditions. Linear regression analysis results revealed a significant relationship between rainfall and runoff for wet (r² = 0·68; p < 0·01) and dry (r² = 0·19; p = 0·02) periods. Rainfall‐runoff relationships based on a 5‐day antecedent precipitation index (API) showed significant (r² = 0·39; p < 0·01) correspondence for wet but not (r² = 0·02; p = 0·56) for dry conditions. The same was true for rainfall‐runoff relationships based on 30‐day API (r² = 0·39; p < 0·01 for wet and r² = 0·00; p = 0·79 for dry). Stepwise regression analyses suggested that runoff was controlled mainly by rainfall amount and initial soil moisture conditions as represented by the initial flow rate of a storm event. Mean event R/P were higher for the wet period (R/P = 0·33), and the wet antecedent soil moisture condition based on 5‐day (R/P = 0·25) and 30‐day (R/P = 0·26) prior API than those for the dry period conditions. This study suggests that soil water status, i.e. antecedent soil moisture and groundwater table level, is important besides the rainfall to seasonal runoff generation in the coastal plain region with shallow soil argillic horizons. Copyright © 2011 John Wiley & Sons, Ltd.     

Analysis of flood propagation changes in the Kienstock—Bratislava reach of the Danube River/Analyse des changements de propagation des crues dans le tronçon Kienstock—Bratislava du Fleuve Danube

Abstract

In the first part of this study, a flood wave transformation analysis for the largest historical floods in the Danube River reach Kienstock–Bratislava was carried out. For the simulation of the historical (1899 and 1954) flood propagation, the nonlinear river model NLN-Danube (calibrated on the recent river reach conditions) was used. It was shown that the simulated peak discharges were not changed significantly when compared to their historical counterparts. However, the simulated hydrographs exhibit a significant acceleration of the flood wave movement at discharges of between 5000 and 9000 m³ s^-1. In the second part, the travel time-water level relationships between Kienstock and Bratislava were analysed on a dataset of the flood peak water levels for the period 1991–2002. An empirical regression routing scheme for the Danube short-term water level forecast at Bratislava station was derived. This is based on the measured water level at Kienstock gauging station.