上海淤泥质潮滩潮锋作用及其形成机制初步探讨*

本文具体讨论了上海淤泥质潮滩的潮锋作用过程,定性给出了潮锋的形成机制,认为潮锋作用及其水体高含沙量现象的本质在于“潮锋带水体水流加速效应”,即,由于潮滩坡面变化平缓的特殊性,涨潮水体前锋沿程存在着一持续时间可达数十分钟的水流加速过程.最后,本文初步探讨了潮锋作用在滩面塑造过程中的地位,并重新定义了潮锋作用的内容.     

Combining AHP with GIS in synthetic evaluation of environmental suitability for living in China's 35 major cities

There are nearly 700 cities in China, each with their own particular characteristics of natural environment quality and rates of economic development. When people are able to choose a city to live in, they will take into account these characteristics in order to improve their lifestyles. Based on geographic information system technology and the analytic hierarchy process method, a model of the living environment suitability index (LESI) for the larger cities of China was designed. The LESI was constructed by using the factors of economic condition, convenience and livable degree, natural environment and natural resources. The LESI model was then applied to compare the living conditions in 35 major cities in China in 2007, including 30 provincial capitals and 5 sub-provincial cities. LESI values were higher for cities in southeast China than for cities in the northwest. The highest LESI values were mainly distributed along the Chinese southeast coast and the Yangtze River Delta. Cities with the lowest LESI values were found in the centre and north of China. Of the 35 cities, 4 had highly suitable living environments and 7 had unsuitable living environments.     

统筹城乡发展导向的中心村镇建设理论思考

统筹城乡发展战略为促进乡村空间重构、优化城乡格局提出了新要求。中心村镇是连接城市和散乱村庄建设的纽带,通过推进一定乡村地域的组织、产业和空间"三整合",可以有效利用各种资源,促进农村经济、社会和环境的协调与健康发展,中心村镇建设的科学规划与决策也亟需相关理论支撑。以乡村地理学、乡村规划学和乡村社会学等领域为背景,着眼于空间、时间和主体3个维度,对增长极理论、中心地理论、农业区位论、经济成长阶段论、空心村生命周期理论、社区(公众)参与等中心村镇建设相关理论进行梳理分析,探讨了这些理论在我国中心村镇建设与规划中的应用,认为中心村镇建设需要加强基础理论研究,分类指导我国中心村镇建设的实践。     

中国西北地区石羊河流域农业生态系统能值评价

通过能值方法分析了石羊河流域农业生态系统的资源环境基础和经济特征。结果表明,石羊河流域中下游凉州区和民勤绿洲的能值总投入呈降低趋势,能值投资率都偏高,生产成本较大;能值产出率低,对购买能值的利用效率不高;但能值自给率有所提高;环境载荷率高,农业生态环境所受压力较大,系统可持续发展指标表明两个绿洲经济系统极为不发达,属于消费型经济系统,并且人均可用能值和能值密度都呈降低趋势。     

山西夏季不同等级降水时空演变特征及其影响要素研究

基于1961—2018年降水观测资料,应用经验正交函数分解（EOF）、大气诊断等方法对山西夏季不同等级降水时空演变特征及其影响要素进行分析。结果表明：① 山西夏季降水量主要由大雨贡献（51.9%）,但在降水频次上以小雨为主。山西大雨与小雨事件存在显著差异。小雨多年平均雨量由南至北递增,而大雨却由南至北递减。此外,EOF表明全区一致型均是不同等级降水中的主空间模态,但在小雨和大雨中高载荷区存在明显差异。② ENSO在影响山西降水特别是大雨中占据主导,而NAO在小雨中作用更为突出。对大气环流异常结构的诊断分析表明,冷（暖）ENSO位相时,源于热带西太平洋并经由南海北上的季风水汽输送增强（减弱）,同时在ENSO和中高纬度大气活动联动调控下,在东亚地区建立的异常反气旋（气旋）可通过其西支南（北）风气流引导（抑制）季风水汽向山西进一步纵深推进,两者共同调配使得山西大雨事件增多（减少）;NAO主要通过一条沿西欧?东欧?乌拉尔山?蒙古高原的高纬度路径对降水施加影响,NAO正（负）位相时,在蒙古高原甚至山西建立的深厚异常（反）气旋通过其南支西（东）风一方面阻挡低纬度季风水汽进入山西,另一方面增强（减弱）山西有限的内陆水汽供应,从而引起山西小雨事件的增多（减少）。     

地理过程的时间性 ——关于地理教学中"点、线、面"问题的再认识

地理过程是地理学的重要概念,它是塑造地理景观格局的重要机制。作为地理过程的重要特征,时间性是厘清地理过程概念、把握地理过程走向的关键。地理过程的时间性包括作为某一地理过程在特定时间存在的特定状态的时间截面,由多个时间截面联结而成的时间脉络,以及在同一时间截面上由不同地理过程相互交织而成的时间叠置等三个方面。认识地理过程的时间性,是地理综合思维动态发展必不可少的内容。     

尺度转换视角下易武斗茶会的构建与变迁

选取易武斗茶会为研究案例,以尺度转换为理论分析工具,通过参与式观察法和半结构化访谈法,深入分析易武斗茶会的发展历程并展示推动其发展演变的多元社会主体的不同行动与实践。研究发现：① 易武斗茶会的演变过程中存在2种尺度转换的方式,一种是为迎合普洱茶市场细分而进行的尺度下推,另一种是根据地方发展需求而进行的尺度上推。② 易武斗茶会尺度转换是在地方政府的推动、茶企的支持、茶农的配合以及茶客的偏好下共同驱动的。③ 多元主体的行动在推动易武斗茶会尺度转换的过程中满足了各自群体的利益诉求,地方依凭茶叶经济实现了本土发展。从节事的角度对中国茶文化进行深入分析研究,为茶村如何通过地方性节事活动实现本土发展提供理论依据与案例借鉴。     

Numerical and theoretical research on stress distribution in the loosening zone of the trapdoor problem

The traditional theory of soil arching effect was developed on the assumption that stress distribution in the loosening zone is uniform. However, because of the deflection of principal stress' direction, the stress distribution in the loosening zone is actually ununiform. For the evaluation of principal stress axis deflection and stress redistribution, a discrete element method numerical model of trapdoor problem is established for the simulation of soil arching effect. Based on the numerical results, an arc shape of major principal stress trajectory and uniform horizontal stress distribution at the same depth of the loosening zone are adopted. An analytical model is raised to estimate the average loosening earth pressure acting on the trapdoor and stress distribution in the loosening zone at a limit state. In addition, comparison studies are carried out between the predictions of the proposed solutions and discrete element method numerical results as well as available model test results, thereby validating the accuracy of the proposed theoretical model. Both numerical and theoretical results indicate that the vertical stress distribution in the loosening zone is obviously ununiform. The load acting in the middle of loosening zone is transferred toward two sides so that the vertical stress distribution in loosening zone is concave.     

Multivariate adaptive regression splines for estimating riverine constituent concentrations

Regression-based methods are commonly used for riverine constituent concentration/flux estimation, which is essential for guiding water quality protection practices and environmental decision making. This paper developed a multivariate adaptive regression splines model for estimating riverine constituent concentrations (MARS-EC). The process, interpretability and flexibility of the MARS-EC modelling approach, was demonstrated for total nitrogen in the Patuxent River, a major river input to Chesapeake Bay. Model accuracy and uncertainty of the MARS-EC approach was further analysed using nitrate plus nitrite datasets from eight tributary rivers to Chesapeake Bay. Results showed that the MARS-EC approach integrated the advantages of both parametric and nonparametric regression methods, and model accuracy was demonstrated to be superior to the traditionally used ESTIMATOR model. MARS-EC is flexible and allows consideration of auxiliary variables; the variables and interactions can be selected automatically. MARS-EC does not constrain concentration-predictor curves to be constant but rather is able to identify shifts in these curves from mathematical expressions and visual graphics. The MARS-EC approach provides an effective and complementary tool along with existing approaches for estimating riverine constituent concentrations.     

Estimating bed material fluxes upstream and downstream of a controlled large bifurcation - the Mississippi-Atchafalaya River diversion

Bed material transport at river bifurcations is crucial for channel stability and downstream geomorphic dynamics. However, measurements of bed material transport at bifurcations of large alluvial rivers are difficult to make, and standard estimates based on the assumption of proportional partitioning of flow and bedload transport at bifurcations may be erroneous. In this study, we employed a combined approach based on observed topographic change (erosion/deposition) and bed material transport predicted from a one-dimensional model to investigate bed material fluxes near the engineering-controlled Mississippi-Atchafalaya River diversion, which is of great importance to sediment distribution and delivery to Louisiana's coast. Yang's (1973) sediment transport equation was utilized to estimate daily bed material loads upstream, downstream, and through the diversion during 2004–2013. Bathymetric changes in these channels were assessed with single beam data collected in 2004 and 2013. Results show that over the study period, 24% of the Mississippi River flow was diverted into the Atchafalaya River, while the rest remained in the mainstem Mississippi. Upstream of the diversion, the bed material yield was predicted to be 201 million metric tons (MT), of which approximately 35 MT (i.e., 17%) passed through the bifurcation channel to the Atchafalaya River. The findings from this study reveal that in the mainstem Mississippi, the percentage of bed material diversion (83%) is larger than the percentage of flow diversion (76%); Conversely, the diversion channel receives a disproportionate amount of flow (24%) relative to bed material supply (17%). Consequently, severe bed scouring occurred in the controlled Outflow Channel to the Atchafalaya River, while riverbed aggradation progressed in the mainstem Mississippi downstream of the diversion structures, implying reduced flow capacity and potential risk of a high backwater during megafloods. The study demonstrates that Yang's sediment transport equation provides plausible results of bed material fluxes for a highly complicated large river diversion, and that integration of the sediment transport equation with observed morphological changes in riverbed is a valuable approach to investigate sediment dynamics at controlled river bifurcations.