GIS‐BASED HYIROLOGIC MODELING OF RIPARIAN AREAS: IMPLICATIONS FOR STREAM WATER QUALITY1

ABSTRACT: Riparian buffers have potential for reducing excess nutrient levels in surface water. Spatial variation in riparian buffer effectiveness is well recognized, yet researchers and managers still lack effective general tools for understanding the relevance of different hydrologic settings. We present several terrain‐based GIS models to predict spatial patterns of shallow, subsurface hydrologic flux and riparian hydrology. We then link predictions of riparian hydrology to patterns of nutrient export in order to demonstrate potential for augmenting the predictive power of land use/land cover (LU/LC) maps. Using predicted hydrology in addition to LUILC, we observed increases in the explained variation of nutrient exports from 290 sites across Lower Michigan. The results suggest that our hydrologic predictions relate more strongly to patterns of nutrient export than the presence or absence of wetland vegetation, and that in fact the influence of vegetative structure largely depends on its hydrologic context. Such GIS models are useful and complimentary tools for exploring the role of hydrologic routing in riparian ecosystem function and stream water quality. Modeling efforts that take a similar GIS approach to material transport might be used to further explore the causal implications of riparian buffers in heterogeneous watersheds.     

DYNAMICS OF WETLAND DEVELOPMENT AND RESOURCE MANAGEMENT IN LAS VEGAS WASH,NEVADA1

ABSTRACT: This paper examines the co‐evolution of the Las Vegas, Nevada metropolitan area, Las Vegas Wash ecosystem‐a downstream riparian wetland‐and Wash management as a case of urban‐environment dynamics. Since Las Vegas Wash provides the primary drainage for Las Vegas, changes in the urban system lead to changes in the Wash and its ecosystem. The population of the drainage area has grown from approximately 1,000 people in 1900 to more than 1.3 million in 2000. This phenomenal population growth led to increased Wash flow, from less than .03 m³/sec (1 ft³/sec) to over 7.4 m³/sec (260 ft³/sec), and consequent ecological changes from a nearly dry wash to a rich wetland, and now to an eroded system. As the Wash ecosystem changed, valuation of Wash characteristics by residents and resource managers also changed, shifting the focus of management and use, which ultimately led to further ecosystem changes. Reciprocal relationships among human activity, environmental change, and management in this urban area highlight the need for a comprehensive and dynamic systems perspective and adaptive approaches in urban environmental management and make this a particularly compelling case study. This paper describes a conceptual systems framework for adaptive urban‐environment management derived from this case.     

SIMULATING FLOW IN REGIONAL WETLANDS WITH THE MODFLOW WETLANDS PACKAGE1

ABSTRACT: As part of the Comprehensive Everglades Restoration Plan (CERP), various water supply projects have been proposed in a region located between the Miami metropolitan area and the extensive regional wetland systems that are part of the Everglades or remnant Everglades. A ground water flow model of the surficial aquifer within northern Miami‐Dade County was constructed using MODFLOW to evaluate the effects of these projects on water levels in the wetlands and the underlying surficial aquifer. The new Wetlands package was used to conjunctively simulate overland flow through these wetlands and the shallow ground water system. Comparisons of simulated to measured ground water levels and wetland stages were very satisfactory, where computed and measured water levels agreed within 0.5 ft over most of the period of record at nearly all of the monitoring sites. Temporal trends in water levels were also replicated. It was concluded that the assumptions and methodologies inherent to the Wetlands package were suitable for simulating regional wetland hydrology within the Everglades area.     

快速城市化地区人工湿地景观生态功能优化研究

以太湖武进港河口人工湿地为例,在兼顾生态与景观美学的前提下,研究城乡交错区域湿地景观功能的优化设计,包括:岸边水体生态修复区,动植物景观配置,植物种类的多样性及植物种植的后处理,构建水、植物和动物三位一体的景观;形态设计,平面形态及纵断面的形态设计应实现优化人体视觉感官效果,避免简单的圆形、矩形等过于规整的形式;附属设施建设,运用跌水、花坛、小径、木亭、花架、植物等多种元素搭配,弱化硬质线条。通过上述相关的景观优化设计,达到人工湿地生态功能与景观效果的有机统一,提升人居环境质量。     

不同基质垂直流人工湿地对猪场污水季节性处理效果的研究

研究了3套不同基质垂直流人工湿地小试装置在不同季节处理猪场污水的运行效果.结果表明,垂直流人工湿地对有机污染物的去除效果随季节变化差异不明显,对有机物降解情况可用一级降解模型模拟;传统型湿地系统NH4 -N去除率在各季节稳定在52%,而沸石和沸石-煤渣型系统冬季NH4 -N去除效率分别从秋季的89.8%和93.4%下降至冬季的64.2%和73.5%,春、夏季回升至80%左右.冬季湿地系统中生物硝化与反硝化作用的减弱影响了垂直流人工湿地系统TN的去除;3套不同基质系统中,沸石-煤渣型系统各高度层硝化强度均为最高,沸石型和沸石-煤渣型系统的反硝化强度明显高于传统型系统,与实际运行过程TN去除率变化相吻合.采用沸石作为基质有利于系统的反硝化进程和TN的去除.垂直流系统对TP去除率随季节性变化波动不显著,但随着垂直流人工湿地系统的运行,基质层对TP的吸附逐渐饱和,去除效率明显下降.     

互花米草入侵对长江口湿地土壤碳动态的影响

为了评价互花米草入侵对长江河口湿地土壤碳动态的影响,利用配对的试验设计在长江口崇明东滩湿地的高潮滩和低潮滩各设置1条入侵种互花米草与土著种的配对样线.结果表明,与土著植物相比,互花米草入侵显著增加了长江口湿地的植物碳库、土壤微生物碳、土壤总碳库和有机碳库,而对占土壤总碳库60%以上的无机碳库无显著影响,意味着互花米草入侵导致的土壤总碳库改变主要是通过增加土壤有机碳库来实现的.高潮滩互花米草和芦苇群落的年均土壤呼吸强度分别为（210.02±4.90）,（157.79±6.39）mg/（m²·h）;低潮滩互花米草和海三棱藨草群落年均土壤CO₂排放速率分别为（157.41±5.27）,（110.90±5.16）mg/（m²·h）,表明互花米草入侵显著增加长江口湿地的土壤呼吸.上述结果意味着互花米草入侵同时增加土壤碳输入和碳输出,但入侵也显著增加了土壤碳库表明入侵增加的土壤碳输入显著高于增加的土壤碳输出.本研究表明互花米草入侵可能会增强了长江河口湿地的土壤碳汇强度和固碳能力.但仍然需要长期系统的监测研究,以便全面定量评估互花米草入侵我国滨海湿地的综合生态影响.     

退化湿地生态系统的生态恢复与管理——以美国Hackensack湿地保护区为例

受城市化、工业化和地球温室效应等人类活动与自然因素的影响,美国Hackensack湿地保护区正面临着面积不断减少、景观破碎化、外来物种入侵、河水污染增加、盐碱化程度增加和范围扩大等生态胁迫。稳定湿地面积,重建湿地的复合景观,丰富生物多样性,恢复潮水的正常规律,减少水体污染,控制外来种的入侵与扩张,促进湿地原有植物的定居与扩增及原有植被的恢复是Hackensack湿地恢复的关键,也是恢复工程设计与实施的核心。退化湿地生态恢复的管理则以植被的生长、芦苇的扩散方式及动态、鱼类和蟹类的种群动态、鸟类的种类及其对生境地的利用情况对生态系统功能恢复状况进行生物检验,有效监控退化湿地生态系统的恢复动态,研究其恢复规律,进而采取相应的管理措施,科学调控生态恢复进程。     

WATERSHED FUNCTIONS1

ABSTRACT: Watershed functions that dominate the hydrologic environment are identified and discussed. Hydrological and ecological functions are considered in relation to the storm and annual hydrographs, and to water quality. Two integrative watershed responses to these functions are also articulated. Since most of the Earth's water is in storage, consideration of the hydrologic cycle as movement between water storage sites enhances this functional and response characterization of the watershed which, in turn, suggests guidance and direction for the restoration of watershed functions.     

强化预处理人工湿地的研究

本文采用自主设计的强化预处理人工湿地装置进行处理低浓度农村生活污水的研究,针对人工湿地堵塞问题,考察了运用强化预处理装置(海绵装置和滤布装置)对污水进行预处理来预防湿地的堵塞,并且在水力停留时间为1d的工况下,研究了湿地装置对污水的净化效果.结果表明:运用强化预处理装置后,不仅能有效防止湿地堵塞而且不影响湿地对污水的净化效果,强化预处理湿地装置对CODCr、SS、NH4+-N、TN、TP的平均去除率分别为67.14％,90.39％,64.12％,70.13％和67.98％,出水CODCr、SS、NH4+-N、TN、TP均可满足《城镇污水处理厂污染物排放标准》 (GB18918-2002)的一级B要求,在我国广大农村地区的分散式污水处理中具有良好的应用前景.     

人工湿地净化河道水质的研究进展

人工湿地是近年来国内外应用较多、发展较快的一种污水处理技术,本文从国内外人工湿地净化河水的技术应用出发,列举了人工湿地处理河水污染的效果和优势,并对湿地净化河水效率影响较大的湿地植物、填料、气候条件以及湿地构造4个因素进行了比较、分析和总结,最后对人工湿地净化河道水质进行了展望。