山地城市典型硬化下垫面暴雨径流初期冲刷研究

为了解山地城市典型硬化下垫面暴雨径流初期冲刷效应,对山城重庆的8场暴雨进行了径流全过程监测,并与平原城市作了对比分析.结果表明:TSS(总悬浮物)、COD和TP来自城市交通干道的贡献较混凝土屋面大,而TN、NH3-N两者相当;对于重金属,除Cd外,城市交通干道重金属的EMC(Event Mean Concentration)值均高于混凝土屋面.城市交通干道,初期40%的暴雨径流携带了53%±16%TSS,66%±10%COD,59%±2%TN,58%±2%NH3-N,51%±5%TP;而混凝土屋面,初期40%的暴雨径流携带了64%±20%TSS,66%±17%COD,55%±14%TN,52%±14%NH3-N,56%±3%TP,建议两类硬化下垫面至少以初期40%的暴雨径流作为控制量.与平原城市相比,山地城市交通干道初期40%的暴雨径流携带污染负荷TSS与COD的比例比平原城市分别高出16%和22%,初期冲刷效应更加明显.     

降雨和土地利用对地表径流的影响-以北京北护城河周边区域为例

以北京北护城河周边区域为例,探讨了降雨和土地利用对地表径流的影响。选取了2011-2012 年4-11 月的15 场降雨,分别代表小雨、中雨、大雨、暴雨、大暴雨和特大暴雨这6 个雨量级。利用校准的雨洪管理模型（Storm Water Management Model, SWMM）分别模拟每次降雨事件下研究区7 个控制断面的地表径流深度。结果表明,地表径流深度随降雨量的增加显著线性增加。当降雨量在不同量级之间变化时,地表径流深度的变化幅度不尽相同。在不同的降雨事件中,降雨量和地表径流深度随时间的动态变化趋势可能有很大的差异,但地表径流深度在某一时刻的值的高低均决定于之前1~2 h 的降雨量,而地表径流深度的总体上升或下降趋势均决定于前期累积的降雨量。地表径流深度随渗透面积比例的增加显著下降,且变化曲线存在临界阈值（为15%~20%）。在暴雨、大暴雨和特大暴雨时,渗透面积比例对地表径流的影响更大。研究结果可为控制汛期城市地表径流量和洪峰流量、减少城市内涝提供土地利用和管理方面的理论依据和决策建议。     

3种生物滞留设计对城市地表径流溶解性氮的去除作用

城市地表径流溶解性氮(N)的有效控制具有挑战性.2015构建了3种不同设计的生物滞留设施:壤砂种植紫穗狼尾草(CB)、壤砂种植紫穗狼尾草设置饱和带(MB1)、壤砂种植紫穗狼尾草设置饱和带并添加10%木块(MB2).在模拟城市地表径流水文、水质变化条件下,研究3种生物滞留种植植物、设置饱和带以及添加碳源对城市地表径流溶解性N(NH_4~+-N、NO_3~--N)的去除作用.通过为期1年试验监测表明,在进水NH_4~+-N浓度平均值为(5.45±2.21)mg·L-1情况下,3种生物滞留对NH_4~+-N均具有显著的去除作用(去除率95%).基质吸附、硝化与植物吸收是生物滞留有效去除城市地表径流NH_4~+-N的主要途径.在进水NO_3~--N平均值为(5.88±2.32)mg·L-1情况下,CB、MB1和MB2出水NO_3~--N浓度的平均值分别为(4.04±2.64)、(0.84±1.18)和(0.26±0.48)mg·L-1,相应去除率分别为31.3%、85.7%和95.6%.生物滞留种植紫穗狼尾草、设置饱和带以及添加碳源均可显著降低出水NO_3~--N浓度,减少NO_3~--N淋溶输出,提高NO_3~--N去除率.植物吸收和微生物反硝化是生物滞留去除NO_3~--N的主要途径.进水NO_3~--N浓度、水量、间隔天数是影响生物滞留出水NO_3~--N浓度的主要因素.生物滞留种植紫穗狼尾草、设置饱和带并添加碳源,在水文、水质变化情况下,仍可有效去除城市地表径流溶解性N.     

太湖上游城市宜兴城区主干道路径流污染特征解析

通过监测2015年8月—2016年9月7场典型降雨事件,系统分析太湖上游城市宜兴城区3个不同功能区(环科园、新城区和老城区)主干道路径流污染特征.研究表明:宜兴市城区主干道路径流浊度、COD、TN、NH_3-N、TP浓度分别为(77.2±66.9)NTU、(97.2±79.7)、(3.0±1.9)、(0.93±0.59)和(0.35±0.36)mg·L~(-1).COD和TN超出地表水环境Ⅴ类标准,是该地区径流特征污染物.降雨过程中污染物浓度整体呈下降趋势,伴随有不同程度的波动,主要受地表残留污染物及降雨强度的影响.3个区域TN浓度差异不大,且主要以溶解态存在(60%);环科园、新城区TP浓度差异不大,且主要以颗粒态存在(70%);然而,受居民生活活动的影响,老城区TP主要以溶解态存在(60%).此外,受交通及道路坡度影响,新城区道路径流浊度和COD污染最为严重.不同降雨事件径流污染物浓度变化较大,主要受干期长度和降雨强度的影响.干期长度越长、降雨强度越小,污染物累积量及可冲刷量越大.因此,加强控制宜兴市道路初期径流、路面颗粒物、径流颗粒物和TN以及老城区TP,对保护径流主要受纳水体南溪水系及太湖水体具有重要意义.     

Spectroscopic Distribution of Dissolved Organic Matter in a Dam Reservoir Impacted by Turbid Storm Runoff

Spectroscopic characteristics of dissolved organic matter (DOM) in a large dam reservoir were determined using ultraviolet absorbance and fluorescence spectroscopy to investigate spatial distribution of DOM composition after turbid storm runoff. Water samples were collected along a longitudinal axis of the reservoir at three to four depths after a severe storm runoff. Vertical profiles of turbidity data showed that a turbid water layer was located at a middle depth of the entire reservoir. The spectroscopic characteristics of DOM samples in the turbid water layer were similar to those of terrestrial DOM, as demonstrated by the higher specific UV absorbance (SUVA) and the lower fluorescence emission intensity ratio (F ₄₅₀/F ₅₀₀) compared to other surrounding DOM samples in the reservoir. Synchronous fluorescence spectroscopy revealed that higher content of humic-like DOM composition was contained in the turbid water. Fluorescence excitation–emission matrix (EEM) showed that lower content of protein-like aromatic amino acids was present in the turbid water DOM. The highest protein-like fluorescence was typically observed at a bottom layer of each sampling location. The bottom water DOM exhibited extremely high protein-like florescence near the dam site. The particular observation was attributed to the low water temperature and the isolation of the local bottom water due to the upper location of the withdrawal outlet near the dam. Our results suggest that the distribution of DOM composition in a dam reservoir is strongly influenced by the outflow operation, such as selective withdrawal, as well as terrestrial-origin DOM inputs from storm runoff.     

A conceptual approach to model sand–gravel extraction from rivers based on a game theory perspective

Sand–gravel mining is a significant parameter of economic development and social welfare function in modern societies. As demand for aggregate increases in construction industry, conflicts for the availability of the resource and environmental impacts become more intense. The present paper describes the contested status quo in riverbed sand–gravel mining activities with an example from Greece, as a case study. The scope is to propose a methodology about good governance of the mining sector that promotes a sustainable sharing of aggregate resource by securing environment and safekeeping revenues in the mining trade market.     

An Analysis of Patterns and Trends in United States Stormwater Utility Systems

Several factors, such as municipality location and population, are thought to influence trends among stormwater utilities (SWUs); however, no analysis of the relationship between these factors and SWU characteristics has been performed. This article corroborates hypothesized relationships and identifies trends and patterns in the establishment, funding mechanism, and magnitude of SWUs by analyzing location, population density, home value, and year of establishment for a comprehensive national SWU database with data for 1,490 SWUs. The equivalent residential unit (ERU), a SWU that charges based on impervious area, was the most prevalent funding mechanism in all National Oceanic and Atmospheric Administration Climate Regions of the United States except the West and West‐North‐Central. The ERU was also found in larger cities with high population densities, whereas the Flat Fee, a SWU that charges a single rate for all properties, was found in smaller towns. Higher home values were correlated with higher monthly fees for 28% of the municipalities analyzed. The residential equivalence factor, a SWU that charges based on runoff produced, was popular in municipalities with higher home values, whereas the Flat Fee was popular in municipalities with lower home values. The number of SWUs established increased with Phase I municipal separate stormwater and sewer system (MS4) permit and Phase II small MS4 permit deadlines. Summary tables provide guidance to aid municipalities considering a SWU.     

Variability and Trends in Runoff Efficiency in the Conterminous United States

Variability and trends in water‐year runoff efficiency (RE) — computed as the ratio of water‐year runoff (streamflow per unit area) to water‐year precipitation — in the conterminous United States (CONUS) are examined for the 1951 through 2012 period. Changes in RE are analyzed using runoff and precipitation data aggregated to United States Geological Survey 8‐digit hydrologic cataloging units (HUs). Results indicate increases in RE for some regions in the north‐central CONUS and large decreases in RE for the south‐central CONUS. The increases in RE in the north‐central CONUS are explained by trends in climate, whereas the large decreases in RE in the south‐central CONUS likely are related to groundwater withdrawals from the Ogallala aquifer to support irrigated agriculture.     

明清苏浙沿海台风风暴潮灾害序列重建与特征分析

在系统搜集、整理明清苏浙沿海潮灾记录基础上,建立风暴潮频率辨识方法,复原台风风暴潮灾害750次,据此建立逐年风暴潮频率序列。分析显示,1460~1480年、1570~1595年、1715~1745年、1785~1810年、1880~1890年为风暴潮活跃期。明清苏浙沿海风暴潮存在45 a、25 a、14 a三种时间尺度周期,其中45 a周期最为显著。气候跃变分析表明,1402年、1457年、1566年、1624年、1652年、1711年、1846年、1880年风暴潮活动趋于活跃;1444年、1477年、1543年、1634年、1799年、1856年风暴潮趋于平静。与1470年以来温度距平曲线对比显示,气候冷暖与风暴潮发生频率有一定正相关性,全球变暖背景下苏浙沿海可能面临更为严重的风暴潮威胁。苏浙地区明清时期风暴潮灾害空间分布差异明显,大部分风暴潮记载集中于长三角、杭州湾地区,苏北地区风暴潮数量少但影响范围广,浙东地区受地形和经济发展程度影响,风暴潮记载数量少且集中于滨海。     

建筑垃圾对雨水径流中Cu的吸附特性

以砖混建筑垃圾为研究对象,采用人工模拟雨水,通过静态和动态吸附实验研究了不同粒径粒级建筑垃圾对雨水径流中Cu的吸附效果。结果表明,准二级动力学模型比准一级动力学模型能更好地描述建筑垃圾对Cu的吸附过程;Freundlich等温模型能较好地拟合其等温吸附过程;不同粒径粒级建筑垃圾均对雨水径流中的Cu具有较好的净化效果,去除率均超过90%,粒径粒级越小,对Cu的净化效果越好,但其渗透性能越差;建筑垃圾的粒径粒级对Cu的吸附平衡时间、吸附速率和吸附量具有重要影响,粒径粒级2.36~4.75 mm的建筑垃圾对Cu的平衡吸附速率和平衡吸附量最大,分别为4.1μg/min和12.4μg/g。