鄱阳湖典型苔草湿地生物量季节变化及固碳功能评价

为进一步评估鄱阳湖湿地碳平衡,量化湿地固碳功能,于2009年9月～2011年5月,在鄱阳湖南矶湿地国家级自然保护区,选择以灰化苔草为建群种的洲滩湿地,采取收获法测定了灰化苔草4个生长季的地上、地下生物量及净初级生产力(NPP)。结果表明：1）苔草地上、地下生物量均具有明显的季节变化模式,变化范围分别为14608～1 77067 、1 80627～4 03256 g/m2;地下生物量与地上生物量的比例变化范围为208～1744,平均值为519。2）苔草地上地下生物量、NPP均表现为春季高于秋季。3）受洲滩淹水时间影响,苔草生物量、NPP具有显著的年际差异, 2010～2011年度苔草NPP仅相当于2009～2010年度的625%;NPP的下降地上部分较地下部分更明显。4）鄱阳湖湿地苔草固碳潜力巨大,2个年度固碳量分别为1 92383,1 23121 gC/m2     

雅砻江流域湿地景观格局变化分析

应用ArcGIS软件,对雅砻江流域湿地1986和2000年遥感数据进行解译、矢量化处理,用Apack软件进行湿地景观格局指数计算,研究了近15 a雅砻江流域景观空间格局特征及其变化。结果表明：（1）近15 a雅砻江流域湿地景观面积减少,减少量为49404 hm2,占2000年湿地总面积的0506%;（2）两个时期内湿地斑块密度保持不变,湿地景观的聚集度都很高,均在099以上,湿地景观集中分布,破碎化水平低;（3）雅砻江流域湿地景观的多样性指数水平和均匀度水平较低,而且两指数在两个个时期内没有发生太大的变化,且各类湿地景观比例差异相对较大,沼泽湿地景观控制的程度较高;（4）雅砻江流域的5类湿地景观分布质心基本上未发生变化,但总体格局分布质心向南偏移001°,再向西偏移023°,整体上向西南方向偏移了2532 km     

Estimating sediment and caesium-137 fluxes in the Ribble Estuary through time-series airborne remote sensing

High spatial and temporal resolution airborne imagery were acquired for the Ribble Estuary, North West England in 1997 and 2003, to assess the application of time-series airborne remote sensing to quantify total suspended sediment and radionuclide fluxes during a flood and ebb tide sequence. Concomitant measurements of suspended particulate matter (SPM) and water column turbidity were obtained during the time-series image acquisition for the flood and ebb tide sequence on the 17th July 2003 to verify the assumption of a vertically well mixed estuary and thus justifying the vertical extrapolation of spatially integrated estimate of surface SPM. The ¹³⁷Cs activity concentrations were calculated from a relatively stable relationship between SPM and ¹³⁷Cs for the Ribble Estuary. Total estuary wide budgets of sediment and ¹³⁷Cs were obtained by combining the image-derived estimates of surface SPM and ¹³⁷Cs with estimates of water volume from a two-dimensional hydrodynamic model (VERSE) developed for the Ribble Estuary. These indicate that around 10,000 tonnes of sediment and 2.72 GBq of ¹³⁷Cs were deposited over the tidal sequence monitored in July 2003. This compared favourably with bed height elevation change estimated from field work. An uncertainty analysis on the total sediment and ¹³⁷Cs flux yielded a total budget of the order of 40% on the final estimate. The results represent a novel approach to providing a spatially integrated estimate of the total net sediment and radionuclide flux in an intertidal environment over a flood and ebb tide sequence.     

互花米草在上海崇明东滩的入侵历史、分布现状和扩张趋势的预测

近20余a来,互花米草在我国沿海及河口滩涂快速扩散,已成为我国海岸盐沼中最重要的入侵植物。上海崇明东滩是我国长江口的国际重要湿地,目前受到了互花米草入侵的严重威胁。自1995年在崇明东滩首次发现互花米草以来,互花米草的分布面积已超过1 600 hm2。总结了近几年在崇明东滩进行的互花米草相关研究,旨在对互花米草的控制与管理提供科学依据。目前互花米草主要分布在崇明东滩的东部及北部,决定其入侵动态与分布的主要因素在于：（1）互花米草对沿海滩涂环境具有良好适应与耐受能力;（2）人为引种大大加快了互花米草的扩张速度;（3）崇明东滩湿地的水分盐度条件特征导致互花米草主要分布在崇明东滩的东部与北部。根据互花米草的生理学特征和长江口地区的水文特点可以推断：互花米草在东滩东部和北部将继续扩张,但目前尚难入侵东滩南部区域,而人类活动可能加剧互花米草入侵。根据互花米草的入侵现状和趋势,必须尽快采取多种途径对互花米草进行控制和管理     

REMOVAL OF FLOODWATER SEDIMENTS BY A CLEARCUT TUPELO-CYPRESS WETLAND1

ABSTRACT: A palustrine water tupelo (Nyssa aquatica L.)-baldcy-press (Taxodium distichum (L.) Rich.) swamp in southwestern Alabama was subjected to three types of disturbance, including helicopter logging, rubber-tired skidder logging simulation, and helicopter logging followed by an herbicide application. An adjacent undisturbed stand served as a control area. Post-harvest collection of sedimentation data revealed that the herbaceous and woody vegetation regrowth within the helicopter and skidded clearcut areas trapped more sediments than did the control or herbicide treatment areas. Clearcutting, followed by plant regrowth, improved the wet-land's capacity to remove sediments from overbank flow flood waters.     

Wetland development trends in coastal North Carolina,USA, from 1970 to 1984

Coastal wetlands are a valuable resource to North Carolina, USA, representing important habitat for marine organisms and providing flood control areas and buffer zones from marine storms. An analysis of wetland development trends in coastal North Carolina from 1970 to 1984 was conducted using over 3000 files containing 15 years of permitting records. The total amount of coastal wetland area altered due to authorized development under the Coastal Area Management Act (CAMA), the Dredge and Fill Law, and Section 404 of the Federal Water Pollution Control Act is 1740 ha. This represents nearly 2% of the salt marsh wetlands along the coast of North Carolina. The number of permits issued steadily increased during the 1980s; however, the total amount of wetland loss decreased each year. A few large projects in the early 1970s accounted for nearly 70% of all wetland area developed during the 15-year period. Nearly two-thirds of all projects involving wetland destruction involved impacts on high marsh ecosystems. Bulkheads, canals, and filling activities made up 80% of the projects requiring permits; 62% of the permits were issued to private landowners, but this group accounted for only 16% of the losses of wetland area. Utility companies, which accounted for less than 1% of the permits issued, were responsible for 46% of the permitted wetland loss during the 15-year study period. Future studies should address agriculture and forestry practices which are exempt under CAMA laws and therefore their effects on wetland alteration have not been quantified.     

DESIGN BASIS FOR EVERGLADES STORMWATER TREATMENT AREAS1

ABSTRACT: The State of Florida (1994) has adopted a plan for addressing Everglades eutrophication problems by reducing anthropogenic phosphorus loads. The plan involves implementation of Best Management Practices in agricultural watersheds and construction of regional treatment marshes (Stormwater Treatment Areas or STA's). This paper describes the development, testing, and application of a mass-balance model for sizing STA's to achieve treatment objectives. The model is calibrated and tested against peat and water-column data collected in Water Conservation Area-2A (WCA-2A), where phosphorus dynamics and eutrophication impacts have been intensively studied. The 26-year-average rate of phosphorus accretion in peat is shown to be proportional to average water-column phosphorus concentration, with a proportionality constant of 10.2 m/yr (90 percent Confidence Interval = 8.9 to 11.6 m/yr). Spatial and temporal variations in marsh water-column data suggest that drought-induced recycling of phosphorus was important during periods of low stage in WCA-2A. Maintaining wet conditions will be important to promote phosphorus removal in STA's. Sensitivity analysis of STA performance is conducted over the range of uncertainty in model parameter estimates to assess the adequacy of the model as a basis for STA design.     

INVESTIGATION OF TURBIDITY MAXIMUM IN A MESOTIDAL ESTUARY,TAIWAN1

ABSTRACT: To comprehend the distributions of salinity, temperature, and suspended sediment in the Danshuei River estuary in Taiwan, monthly field surveys were conducted in 2003. These included several high and low slackwater surveys and intensive surveys. The results show that the Danshuei River estuary is predominately a partially mixed estuary. The highest concentration of suspended sediment is typically observed at the Chung‐Hsin Bridge, the most upstream sampling station. The suspended sediment concentration exhibits a general decreasing trend in the downstream direction. It may be concluded that the sediments mostly come from the upstream reach. A locally high concentration of suspended sediment is found at the Kuan‐Du station because of the local deep channel bathymetry and two‐layered estuarine circulation. A vertical two‐dimensional hydrodynamic and sediment transport model is applied to investigate the tidally averaged salinity distribution, residual circulation, and suspended sediment concentration. The modeling results reveal that, under the Q₇₅ flow condition (i.e., low flow), a turbidity maximum occurs at the Kuan‐Du station due to the strong estuarine circulation. The model simulation with a much higher river flow condition results in a weaker residual circulation and weaker turbidity maximum.     

构造运动与中国沿岸平原的地质灾害

中国海岸穿过构造沉降带和隆起带，沉降带及隆起带断陷盆地的持续下降吸引了源远流长的大河在此人海，而隆起带内入海的河流多为近源小河，从而引起河流泥沙沿岸分配的不均和海岸沉积物的差异。沉降带内每公里海岸线接受的沉积物是隆起带的数十倍，且以砂质沉积物为主．隆起带河流泥沙来量少．而且砂质沉积物占了压倒的优势．河流泥沙沿岸分配的不均决定了中国沙质和淤泥质海岸的基本类型和分布格局、沉降带和隆起带松散沉积层的厚度和结构，山此产生了中国沿岸与第四纪沉积层有关的灾害和环境问题的有规律的分布。地面沉降主要分布于沉降带内，而地下海水入侵多出现在依赖地下水的隆起带内，底辟构造、浅层天然气往往在大河三角洲构成灾害和潜在的地质灾害．沉降带和隆起带断陷盆地内的海岸低地通常是海平面上升的主要脆弱地区．此外，丰富的河流泥沙使中国海岸对全球海平面上升的响应也不相同，如海岸湿地的再生和海岸侵蚀原因的复杂性等．     

污水的人工湿地系统处理技术

本文通过了人工湿地系统处理技术及其发展、应用的综述介绍，并以深圳白泥坑人工湿地处理系统工程与二级生化污水处理厂相比较。结果表明，用人工湿地系统处理污水具有投资少，耗能低，运行简便等优点，提出研究、推广应用湿地系统技术处理污水的建议，可供环境保护科研及管理人员参考。