滇黔桂岩溶区河漫滩土壤重金属含量、来源及潜在生态风险

利用全国地球化学基准计划在滇黔桂岩溶区35个点位采集的70件河漫滩表、深层土壤样品,分析了As、Cd、Cr、Cu、Hg、Ni、Pb和Zn 8种重金属元素含量特征,探究了重金属来源、污染状况及潜在生态风险.结果表明,8种重金属元素含量大部分均高于全国土壤背景值,在滇东南地区含量最高,桂西北地区最低.表层土壤Cd、Hg明显富集,As、Cr、Cu、Ni与深层土壤含量相当;As、Cd、Hg、Pb、Zn在农田、菜地中明显高于深层土壤,Cr、Cu和Ni在各类土地中与深层土壤相当.因子分析结果显示,表层土壤中Cd、Cr、Cu、Ni受地质背景控制,As、Pb、Zn既与地质背景有关,也受人为活动影响,Hg受人为活动影响较严重;深层土壤中Cd、Cr、Cu、Ni、Cr、Zn继承了区域母岩特征,As、Hg和Pb受地质背景和人为活动双重影响.地累积指数法和富集因子法污染评价结果表明,研究区河漫滩表层土壤中Cd、Hg污染较重,As、Cr、Cu、Ni、Pb、Zn大部分为轻度污染或无污染.各重金属潜在生态风险指数高低顺序依次为Hg > Cd > As > Cu > Ni > Pb > Cr > Zn,Cd和Hg的生态风险指数之和占综合指数的82.43%,生态风险最高;滇东南地区重金属潜在风险综合指数最高,具重度生态风险.     

LIDAR技术在内陆水系监测管理中应用综述

机载激光雷达(Light Detection and Ranging,LIDAR)测距系统是20世纪90年代发展起来的高新技术,该系统是集激光、全球定位系统和惯性导航系统3种技术于一体的测量系统,能够快速、精确的获取物体三维数据。文章简要说明了LIDAR技术的基本原理。介绍了国外LIDAR技术在内陆河流监测中的应用,如河网测绘、河漫滩的监测管理、河岸侵蚀监测、洪水监测管理等内陆水系监测管理实例。通过对流域范围的LIDAR点云数据进行滤波与分类,建立数字高程模型,或结合使用地理信息系统、遥感影像、全球定位系统采集的数据,来实现上述实例。简要评述了LIDAR技术在内陆水域监测管理方面的优势,以及当前我国内陆水系监测管理的技术现状。通过国外典型案例说明LIDAR技术在我国内陆水系监测管理中广阔的应用前景。     

Destruction of Wetlands and Waterbird Populations by Dams and Irrigation on the Murrumbidgee River in Arid Australia

The Lowbidgee floodplain is the Murrumbidgee Rivers major wetland in southeastern Australia. From more than 300,000 ha in the early 1900s, at least 76.5% was destroyed (58%) or degraded (18%) by dams (26 major storages), subsequent diversions and floodplain development. Diversions of about 2,144,000 ML year^–1 from the Murrumbidgee River come from a natural median flow of about 3,380,000 ML year^–1 providing water for Australias capital, hydroelectricity, and 273,000 ha of irrigation. Diversions have reduced the amount of water reaching the Lowbidgee floodplain by at least 60%, from 1888 to 1998. About 97,000 ha of Lowbidgee wetland was destroyed by development of the floodplain for an irrigation area (1975–1998), including building of 394 km of channels and 2,145 km of levee banks. Over 19 years (1983–2001), waterbird numbers estimated during annual aerial surveys collapsed by 90%, from an average of 139,939 (1983–1986) to 14,170 (1998–2001). Similar declines occurred across all functional groups: piscivores (82%), herbivores (87%), ducks and small grebe species (90%), large wading birds (91%), and small wading birds (95%), indicating a similar decline in the aquatic biota that formed their food base. Numbers of species also declined significantly by 21%. The Lowbidgee floodplain is an example of the ecological consequences of water resource development. Yanga Nature Reserve, within the Lowbidgee floodplain, conserved for its floodplain vegetation communities, will lose these communities because of insufficient water. Until conservation policies adequately protect river flows to important wetland areas, examples such as the Lowbidgee will continue to occur around the world.     

Demonstrating Floodplain Uncertainty Using Flood Probability Maps1

Abstract: The U.S. Federal Emergency Management Agency (FEMA) flood maps depict the 100‐year recurrence interval floodplain boundary as a single line. However, because of natural variability and model uncertainty, no floodplain extents can be accurately defined by a single line. This article presents a new approach to floodplain mapping that takes advantage of accepted methodologies in hydrologic and hydraulic analysis while including the effects of uncertainty. In this approach, the extents of computed floodplain boundaries are defined as a continuous map of flood probabilities, rather than as a single line. Engineers and planners can use these flood probability maps for viewing the uncertainty of a floodplain boundary at any recurrence interval. Such a flood probability map is a useful tool for visualizing the uncertainty of a floodplain boundary and represents greater honesty in engineering technologies that are used for flood mapping. While institutional barriers may prevent adoption of such definitions for use in graduated flood insurance rates (as most other insurance industries use to account for relative risks), the methods open the door technically to such a reality.     

SEDIMENT ROUTING FOR AGRICULTURAL WATERSHEDS1

ABSTRACT: A sediment routing technique was developed to route sediment yield from small watersheds through streams and valleys to the outlet of large watersheds. The technique is based on the modified universal sol loss equation and a first order decay function of travel time and particle size. Deposition is dependent upon settling velocities of sediment particles, travel time, and the amount of sediment in suspension. Sediment routing increases sediment yield prediction accuracy and allows determination of subwatershed contributions to the total sediment yield. Also, the locations and amounts of floodplain scour and deposition can be predicted. Another advantage of sediment routing is that measured sediment yield data are not required. The procedure performed satisfactorily in test routings on two Texas blackland watersheds Sediment routing will be useful in flood control evaluation, reservoir and channel design, water quality calculations, environmental impact assessment, and land-use planning.     

FLOODPLAIN MANAGEMENT: SOME OBSERVATIONS ON THE CORPS OF ENGINEERS' ATTITUDES AND APPROACHES1

ABSTRACT: Methods of floodplain management are changing in the United States. There has been a gradual shift in emphasis from “flood control” to “management” of the floodplain. The complexities of multilevel governmental involvement in floodplain management demand an analysis of a new means to coordinate these efforts. It is the intent of this paper to discuss the role of the Corps of Engineers in this area and the problems the Corps has encountered in its endeavors. The occurrence of these problems indicates that there is a need to strengthen the federal role to ensure a comprehensive view of floodplain management.     

Responses of Hyalella azteca and phytoplankton to a simulated agricultural runoff event in a managed backwater wetland

We assessed the aqueous toxicity mitigation capacity of a hydrologically managed floodplain wetland following a synthetic runoff event amended with a mixture of sediments, nutrients (nitrogen and phosphorus), and pesticides (atrazine, S-metolachlor, and permethrin) using 48-h Hyalella azteca survival and phytoplankton pigment, chlorophyll a. The runoff event simulated a 1 h, 1.27 cm rainfall event from a 16 ha agricultural field. Water (1 L) was collected every 30 min within the first 4 h, every 4 h until 48 h, and on days 5, 7, 14, 21, and 28 post-amendment at distances of 0, 10, 40, 300 and 500 m from the amendment point for chlorophyll a, suspended sediment, nutrient, and pesticide analyses. H. azteca 48-h laboratory survival was assessed in water collected at each site at 0, 4, 24, 48 h, 5 d and 7 d. Greatest sediment, nutrient, and pesticide concentrations occurred within 3 h of amendment at 0 m, 10 m, 40 m, and 300 m downstream. Sediments and nutrients showed little variation at 500 m whereas pesticides peaked within 48 h but at <15% of upstream peak concentrations. After 28 d, all mixture components were near or below pre-amendment concentrations. H. azteca survival significantly decreased within 48 h of amendment up to 300 m in association with permethrin concentrations. Chlorophyll a decreased within the first 24 h of amendment up to 40 m primarily in conjunction with herbicide concentrations. Variations in chlorophyll a at 300 and 500 m were associated with nutrients. Managed floodplain wetlands can rapidly and effectively trap and process agricultural runoff during moderate rainfall events, mitigating impacts to aquatic invertebrates and algae in receiving aquatic systems.     

VALUE OF WOODY RWER CORRIDORS IN LEVEE PROTECTION ALONG THE MISSOURI RWER IN 19931

ABSTRACT: Following the Midwest flood of 1993, a study was initiated along a 39-mile segment of the Missouri River to determine if there was an association between woody corridors and levee stability. A systematic sample of levee failures revealed that primary levees which did not fail had a significantly wider woody corridor than failed levees. Analysis of the total inventory of failed levees revealed that as the width of the woody corridor decreased, the length of the levee failure increased. Number of levee failures and their severity of damage could be reduced if woody corridors were at least 300 feet wide.     

非均质条件下河流包气带水分运移的原位试验

围绕非均质条件下河流包气带水分运移,选择渭河河漫滩开展原位试验。在渭河原位试验点开挖7 m×1 m×2.8 m的探坑,以一侧剖面为研究面,刨光成垂直平面并对剖面做保护工作,方便观测。在不同层位按不同深度、在不同岩性的层位上打孔,分别安装MP-917时域反射仪与水银压力计,监测含水率及地下水压力势,并采用自制Bauwer渗水仪做持续5 d的有压入渗试验,研究非均质条件下河流包气带水分运移规律及入渗速度与水头高度的关系。结果表明,包气带介质含水率分布与包气带结构有关,受岩性渗透系数制约,其中弱透水层的存在阻滞了水分的运移,包气带很难达到饱和,在弱透水层以上形成上层滞水并以非饱和流形式入渗。入渗速度随水层的厚度增大而增大,且入渗速度与水头高度呈对数关系。     

Diverging response patterns of terrestrial and aquatic species to hydromorphological restoration

Although experiences with ecological restoration continue to accumulate, the effectiveness of restoration for biota remains debated. We complemented a traditional taxonomic analysis approach with information on 56 species traits to uncover the responses of 3 aquatic (fish, macroinvertebrates, macrophytes) and 2 terrestrial (carabid beetles, floodplain vegetation) biotic groups to 43 hydromorphological river restoration projects in Germany. All taxonomic groups responded positively to restoration, as shown by increased taxonomic richness (10–164%) and trait diversity (habitat, dispersal and mobility, size, form, life history, and feeding groups) (15–120%). Responses, however, were stronger for terrestrial than aquatic biota, and, contrary to our expectation, taxonomic responses were stronger than those of traits. Nevertheless, trait analysis provided mechanistic insights into the drivers of community change following restoration. Trait analysis for terrestrial biota indicated restoration success was likely enhanced by lateral connectivity and reestablishment of dynamic processes in the floodplain. The weaker response of aquatic biota suggests recovery was hindered by the persistence of stressors in the aquatic environment, such as degraded water quality, dispersal constraints, and insufficient hydromorphological change. Therefore, river restoration requires combined local- and regional-scale approaches to maximize the response of both aquatic and terrestrial organisms. Due to the contrasting responses of aquatic and terrestrial biota, the planning and assessment of river restoration outcomes should consider effects on both components of riverine landscapes.