Quantifying anthropogenic shoreline modification of the Hudson River and Estuary from European contact to modern time

Abstract

Anthropogenic modifications to the shoreline of the New York Harbor estuary and the tidal portion of the Hudson River have been mapped and quantitatively assessed. Modifications studied include the filling of tidal salt‐ and freshwater marshes and the creation of fast land as well as dredging, shoreline armoring, and dike installation. Because the Hudson Estuary and River comprise a historically and commercially important harbor and waterway, shoreline modification commenced shortly after European colonization. While in the harbor segment of the estuary only about 20% of the original wetland areas remain today, the tidal Hudson River has seen a net increase in tidal freshwater wetland area of about the same magnitude resulting principally from shoreline railroad construction. Several different methods were used in compilation of the historical shoreline. Because determination of historical shorelines is important to public trust lands and to estuarine rehabilitation, data bases are being constructed incorporating those shorelines. The experience of this project suggests the benefits and problems associated with the techniques used.     

The Sefton Coast Management Scheme: Project and Process

Abstract

The Sefton Coast Management Scheme in northwest England uses an area‐based project to achieve coordinated land management. It is founded on the ‘'Heritage Coast'’ model pioneered by the Countryside Commission where a ‘"Project Officer”; is employed to promote the Scheme and translate the aims into practical achievement. The Sefton Coast is described and a summary of British coastal planning policy precedes a detailed analysis of the Scheme. The Scheme is assessed with reference to practical management work, its success in competition for scarce financial resources, and the involvement of volunteers. It is established that the Project Officer is crucial to the success of the Scheme and that area‐based management can best be achieved through the local government planning process. Coastal planning needs now to be reviewed at national level to develop a policy for the whole coast using the experience of projects such as the Sefton Coast Management Scheme.     

Tragedy of the San Francisco bay commons

Abstract

Although the early efforts to save San Francisco Bay in the 1960's provided the role model for protection of California's 1100 mile ocean coastline, neither Proposition 20 of 1972 nor the California Coastal Act of 1976 provided any benefits to San Francisco Bay. One result is that the Bay is locked into its urban, shoreline‐use dominated plan of 1969 while every other estuary and coastal wetland in California receives much stronger protection of its resources. Furthermore, due to the complexity of California's water laws, there is no instream flow protection for receiving waters such as San Francisco Bay. This is particularly critical considering that 70% of the Bay's freshwater inflow has been diverted. The Bay's present decline as the largest and most important estuary on the West Coast, as well as its possible death as an estuary, may be irreversible. The problem requires the immediate attention of engineering, scientific, economic and legal disciplines if San Francisco Bay is to be saved.     

Managing community acceptance of major industrial projects

Abstract

In some cases, the major risk encountered by an industry seeking to site a facility is that of community acceptance. Without community acceptance of a proposed project, construction can be delayed, taxes can be prohibitive, and operations can be prevented through the opposition and influence of local groups. This paper describes the community acceptance risk, the traditional industrial approach to countering local opposition, and a positive approach to achieving community acceptance. This positive approach entails careful site selection; affirmative management of the community acceptance problem, including explicit planning of the community acceptance effort, assignment of staff with specific responsibilities to implement plans, and a budget for mitigating the impacts of the project on the community; acquisition of sufficient land to buffer unavoidable impacts of the project; a carefully formed corporate policy on the public release of information concerning the project; and constructive participation in state and local government policy development.     

Impacts of energy development on coastal recreation: The case of New Jersey

Abstract

This paper presents the methodology and results of a study commissioned by the Division of Coastal Resources of the New Jersey Department of Environmental Protection. The objective of the study was to assess the economic and social impacts of potential energy activities on New Jersey's shorefront recreational resources for the purpose of formulating policies concerning the location of energy facilities on the coast. The Coastal Tourism Response Model developed as part of the project is briefly described and suggestions are offered for model application. The paper reviews the literature assessing the impacts of environmental changes on human attitudes and behavior and further discusses energy facilities and tourists in particular. It concludes that energy facilities, if carefully planned, can coexist with tourism activities, and stresses the role of regional differences and local attitudes toward development and preservation as key factors in determining the state policy.     

连云港港30万吨级航道一期工程徐圩吹填2区围堤合龙施工

总结外海、深水、5 km2库区、深厚软土地基上围堤工程合龙的施工经验。本次施工充分利用抛石堤的透水性和大型施工船水抛,采用平堵与立堵相结合的工艺,适当提高龙口底高程,缩窄合龙口纵宽,降低合龙石料块度要求,减少了合龙风险和成本。     

水面线计算在堤防工程设计中的总结分析

堤防工程关系到人民财产、生命安全的重要工程,其中的水面线计算又是重中之重,推算好水面线是整个设计的坚实基础,更是确定堤防工程规模和方案的关键性依据,本问仅就堤防工程中水面线计算内容进行概况总结分析,以供大家交流探讨。     

Inclusionary housing in the California coastal zone

Abstract

This article evaluates the performance of the California Coastal Commission's inclusionary housing program by examining: (1) the scope of the housing regulations, (2) initial permit decisions on residential projects, (3) the disposition of these permits overtime, and (4) the composition of completed projects and a best‐case projection of possible project completions. Using a case study of Southern California, factors affecting program success are discussed, including the effects of the various regulations, the availability of project subsidies, local government permit policies, and housing market fluctuations. The authors conclude that such state regulatory programs cannot be expected to succeed in urbanized coastal areas without incentives for developers and augmented state agency authority, superseding local land use controls.     

Implementation Challenges for Quota Set-Asides: Policy Analysis to Inform Fisheries Management Decision-Making

Abstract

The implementation of catch share programs can have socio-economic and ecological benefits, yet may also change the distribution of those benefits within a fishery or across communities. Quota set-asides can mitigate the impacts of these changes. During the implementation of the West Coast groundfish trawl catch share program, 10% of the quota was set aside to be used toward five goals in the Adaptive Management Program (AMP). This quota was to serve as an insurance policy during the substantial changes that were expected to occur under the new management regime. However, this program has not yet been fully developed, in part due to delayed decision-making and the controversial nature of allocating quota. Here, we examine and score six policy options for the AMP against four criteria: effectiveness, flexibility, political viability, and implementability. While each of the options has strengths and weaknesses, those that ranked highly include allocating quota pounds (QP) via the status quo and via auction. Our results highlight the drawbacks of delaying contentious decisions, where uncertainty for participants can constrain operational decisions and subsequent economic gains. We demonstrate the utility of this decision-making framework for evaluating tradeoffs between alternatives, especially for a program with multiple, competing objectives.     

Gas transfer velocities of CO2 and CH4 in a tropical reservoir and its river downstream

We have measured simultaneously the methane (CH₄) and carbon dioxide (CO₂) surface concentrations and water–air fluxes by floating chambers (FC) in the Petit-Saut Reservoir (French Guiana) and its tidal river (Sinnamary River) downstream of the dam, during the two field experiments in wet (May 2003) and dry season (December 2003). The eddy covariance (EC) technique was also used for CO₂ fluxes on the lake. The comparison of fluxes obtained by FC and EC showed little discrepancies mainly due to differences in measurements durations which resulted in different average wind speeds. When comparing the gas transfer velocity (k₆₀₀) for a given wind speed, both methods gave similar results. On the lake and excluding rainy events, we obtained an exponential relationship between k₆₀₀ and U₁₀, with a significant intercept at 1.7 cm h^− 1, probably due to thermal effects. Gas transfer velocity was also positively related to rainfall rates reaching 26.5 cm h⁻¹ for a rainfall rate of 36 mm h^− 1. During a 24-h experiment in dry season, rainfall accounted for as much as 25% of the k₆₀₀. In the river downstream of the dam, k₆₀₀ values were 3 to 4 times higher than on the lake, and followed a linear relationship with U₁₀.     

Biogeochemistry of sulfur in a sediment core from the west-central Baltic Sea: Evidence from stable isotopes and pyrite textures

The biogeochemistry of the sulfur cycle in a ca. 5-m-long sediment core from the eastern slope (221 m water depth) of the Landsort Deep in the west-central Baltic Sea was investigated by analyzing the solid phase records of sulfur isotopes and pyrite textures, besides selected main and minor elements. The sediments were deposited during post-glacial history of the Baltic Sea when the basin experienced alteration of brackish (Yoldia Sea, Littorina Sea) and freshwater (Baltic Ice Lake, Ancylus Lake) conditions. The stable isotopic composition of total sulfur was analyzed as a function of depth. In selected samples pyrite (FeS₂), greigite (Fe₃S₄), and barite (BaSO₄) fractions were separated for isotope analyses. Pyrite textures were analyzed by SEM and optical microscopy.Microbial reactions associated with the oxidation of organic matter resulted in assemblages of authigenic sulfide minerals which for the post-Ancylus Lake brackish water environment are dominated by pyrite and for freshwater environments by Fe-monosulfides. The sulfur isotopic composition of the brackish water Littorina Sea sediments (δ³⁴S between −40 and −27‰ vs. V-CDT) is believed to be determined by cellular sulfate reduction rates and reactions involving intermediate sulfur species. The availability of reactive iron and decomposable organic matter as well as sedimentation rate and the chemocline position are important variables upon the δ³⁴S values of sulfides in brackish water environment. The syn-depositional abundance of sulfur and organic matter, and transport of dissolved sulfur species vs. rates of microbial reactions determine δ³⁴S in the freshwater sediments. The upper part of the Ancylus Lake sediments is sulfidized by downward diffusing H₂S and/or sulfate from overlying brackish water sediments. Minor concretionary barite formation in the freshwater sediments is most likely due to the reaction of pore water sulfate diffusing downward from brackish water sediments with barium desorbed from freshwater sediments. The size distribution of pyrite framboids in the brackish sediments indicates that the formation mainly occurred from anoxic pore waters, although some pyrite formation in an anoxic water column cannot be excluded.     

Public law litigation and marine affairs: The boldt decision

Abstract

The management and conservation of the marine environment and its natural resources are increasingly understood to be issues of public policy with consequences for society at large. On a variety of dramatic occasions over the last decades, the federal judiciary has departed from its traditionally passive role in the shaping of social policy. This paper examines a critical marine controversy, the Boldt Decision (U.S. v. Washington 1974), to illustrate and evaluate nontraditional judicial behavior. The first two sections introduce Indian‐United States treaties concerning Pacific Northwest salmon resources, and the unfolding of the Boldt Decision. A third section argues that a “public law”; model of litigation fits the legal events of the Boldt Decision. A fourth section addresses the competence of the Boldt court as it is manifest in judicial organization, analysis, and implementation. A final section comments on the potential for public law litigation elsewhere in the governing of marine affairs.     

洪水过程的菲律宾Kauswagan电站围堤渗流及边坡稳定分析

针对洪水过程水位变化对渗流及边坡稳定的影响问题,以菲律宾Kauswagan电站围堤工程为例,通过对工程洪水过程数据的合理假定,采用有限元分析软件GeoStudio对工程东围堤进行洪水过程的渗流-稳定耦合模拟。根据模型静态的渗流分析,对堤身填筑材料进行验证及筛选;并通对洪水过程的动态渗流-稳定耦合模拟,得到洪水过程的堤身稳定性变化情况,对类似围堤工程设计具有借鉴意义。     

Distribution of diatoms in the Northeast Water Polynya, Greenland

This study formed part of the Northeast Water project (NEW project) which dealt with physical, geophysical and biological processes in the Northeast Water Polynya off Northeast Greenland. This was part of the International Arctic Polynya Programme (IAPP). The diatom composition of the water masses, sea ice and melt ponds was analysed to show the relationship between ice and the water column near the ice with regard to the origin and fate of the cells in the ice and melt ponds. Fragilariopsis oceanica, Fragiliria sp. I and Chaetoceros socialis usually dominated the phytoplankton, while the ice and melt pond samples showed a wide range of assemblages, with different single-celled pennates and two undescribed species, Navicula sp. 1 and Nitzschia sp. 1 often dominant. Planktonic algae in sea ice can be released into the water column during ice break-up and melt, thus contributing to the spring bloom in the water column, if the timing of the release and the species composition are correct. The number of different ice algal assemblages supports the theory that cells originated from the water column, the benthos and freshwater. In addition, differential growth in the sea ice or melt ponds often altered the relative abundance of species in comparison with what is usually found in their original habitat. However, many of the cells in the ice and melt ponds were dead (empty frustules), making it difficult to determine whether the cells had actually lived in these habitats.     

Integrating visual management into the coastal zone planning process: The Massachusetts experience

Abstract

This paper concerns the limitations on integrating visual management into the coastal zone planning process as exemplified by the Commonwealth of Massachusetts, a state with a strong tradition of “home rule”; and a CZM implementation program based on a “networking”; of existing state authorities. The implications of the Massachusetts experience are that: (a) management of esthetic resources at the state level continues to be much less of a priority than management of ecological resources such as wetlands or floodplains; (b) visual management has yet to engender a strongly supportive constituency beyond that concerned with historic preservation; (c) project review focusing on visual impacts may be a more appropriate activity for local rather than state government; and (d) the technical aspects of visual management or impact assessment are far more advanced than their political acceptability. Political realities, together with the decision that implementation of the program should be based on a networking of existing authorities, thus determined the degree to which visual management could be incorporated into the state's program. As a result, the program's principal instruments of visual management became a strengthening of existing programs such as Wild and Scenic Rivers, reliance on wetland protection statutes to indirectly protect natural scenic values, and the use of the federal consistency provisions of the Coastal Zone Management Act to foster focused growth patterns through provision of publicly funded infrastructures. Esthetically oriented project review, with the exception of potential impacts on historic sites, was left to the discretion of local government, and a technical assistance program was created to provide funding or professional skills to communities interested in developing their own esthetic controls or design review processes. Maine, Rhode Island, and other New England states have followed a similar course.     

湖泊疏浚泥固化筑堤现场试验研究

结合无锡五里湖疏浚泥的处理问题,第一次利用国产大型淤泥固化处理专用设备和复合型淤泥固化材料,对疏浚出的底泥进行了固化处理和筑堤试验。通过对堤体现场取样测定了填筑土样的强度、变形和渗透性性质,结果表明采用淤泥固化处理设备固化的淤泥28d强度、变形和渗透系数能够满足堤防筑堤的要求,可以作为土方材料进行使用,实现了疏浚泥的资源化利用,解决了大量疏浚泥难以处理的难题,同时也证明了国产淤泥固化设备在处理淤泥问题上具有技术可行性。     

On a clear day in Ogunquit,Maine

Abstract

Winning a court case against a federal agency may seem to be the sweetest success for an environmental group, but losing litigation is not total failure. In the case of Ogunquit Village Corporation et al., vs. R. M. Davis the plaintiff lost the legal skirmish against the Soil Conservation Service, but in doing so significantly aided the struggle within the agency to implement more environmentally sensitive planning and engineering procedures. This paper describes the court case in terms of the Soil Conservation Service's procedural and policy responses including the agency's modus operandi and the internal paths/pitfalls involved with the implementation of visual resource management. The author also speculates as to the visual resource understanding of the evidence presented by the plaintiff and a possible but unstated visual basis for the original complaint.     

长沙综合枢纽二期施工围堰截流方案及优化试验

阐述长沙综合枢纽二期围堰截流方案,针对截流设计方案中存在的问题提出了优化方案,并采用1∶100定床物理模型,研究水流对截流戗堤的冲刷、水下抛石料的冲距及戗堤的稳定边坡坡度。试验表明,应选择合适的龙口位置及宽度,以减少对戗堤的冲刷;另外,通过水下抛石试验,得到不同粒径块石的冲距及戗堤稳定坡度,为施工组织设计提供了科学依据。以上结论已运用于长沙综合枢纽二期施工围堰截流的实际施工中,并保证了截流工程的顺利完成。     

长江南京以下12.5 m深水航道一期工程 通州沙河段齿坝方案研究*

为了成功实现12.5 m深水航道由太仓上延至南通的预定目标,拟对通州沙河段洲滩关键部位进行必要的工程整治,整治措施主要包括修建潜堤及齿坝.为了明确通州沙河段整治工程各齿坝的功能定位,采用SWEM2D模型建立了覆盖通州沙河段的平面二维潮流数学模型,通过研究工程实施前后周边流场变化情况来确定整治工程各齿坝工程的功能,为最终方案设计提供科学依据.研究结果表明,通州沙河段整治工程上游5根齿坝主要以固滩稳槽为主,下游3根齿坝则以导流增深为主,结合潜堤工程的修建,工程对于通州沙航道困难段整治主要以减小狼山沙窜沟分流、增加航道困难段落潮动力为主.     

典型分汊河段航道整治鱼骨坝工程设计方法

鱼骨坝作为一种类型的整治建筑物,在长江中下游分汊河段航道整治工程中发挥着重要的作用。戴家洲河段为长江中下游一较为典型的分汊河段。以该河段航道整治为例,介绍鱼骨坝工程设计方案,归纳总结鱼骨坝设计方法和有关参数选取原则,对深入认识鱼骨坝在分汊河段航道整治中的作用具有重要意义,同时可为类似河段航道整治中采用鱼骨坝提供设计参考。