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John Box Andrew Douse Tim Kohler 《Journal of Environmental Planning and Management》1994,37(3):361-367
Many counties in England have systems of non‐statutory sites of importance for nature conservation in addition to the statutory National Nature Reserves, Sites of Special Scientific Interest and Local Nature Reserves. The paper describes the evolution of such a system over the past 20 years in the metropolitan county of the West Midlands. The system has been recognized by the local planning authorities who have included appropriate policies for the conservation of these sites in statutory development plans. The authority of such a system derives from the use of published criteria for the selection of sites, consensus over the application of these criteria, and consultation with the owners and occupiers of the sites. 相似文献
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Roby Ventres‐Pake Matt Nahorniak Natalie Kramer Jennifer ONeal Tim Abbe 《Journal of the American Water Resources Association》2020,56(2):333-347
Large wood (LW) jams are key riverine habitat features that affect hydraulic processes and aquatic habitat. The hydraulic influence of LW jams is poorly understood due to the complexity of fluid dynamics around irregular, porous structures. Here we validated a method for two‐dimensional hydraulic modeling of porous LW jams using the open‐source modeling software Delft3D‐FLOW. We sampled 19 LW jams at three reaches across the Columbia River Basin in the United States. We used computer‐generated porous plates to represent LW jams in the modeling software and calibrated our modeling method by comparing model outputs to measured depths and velocities at validation points. We found that modeling outputs are error‐prone when LW jams are not represented. By representing LW jams as porous plates we reduced average velocity root mean square error (RMSE) values (i.e., improved model accuracy) by 42.8% and reduced average depth RMSE values by 5.2%. These differences impacted habitat suitability index modeling. We found a 15.1% increase in weighted useable area for juvenile steelhead at one test site when LW jams were simulated vs. when they were ignored. We investigated patterns in average RMSE improvements with varying jam size, bankfull obstruction, porosity, and structure type, and river complexity. We also identified research gaps related to field estimation of LW jam porosity and porous structure modeling methods. 相似文献
437.
Nonstructural Urban Stormwater Quality Measures: Building a Knowledge Base to Improve Their Use 总被引:1,自引:0,他引:1
This article summarizes a research project that investigated the use, performance, cost, and evaluation of nonstructural measures
to improve urban stormwater quality. A survey of urban stormwater managers from Australia, New Zealand, and the United States
revealed a widespread trend of increasing use of nonstructural measures among leading stormwater management agencies, with
at least 76% of 41 types of nonstructural measures being found to be increasing in use. Data gathered from the survey, an
international literature review, and a multicriteria analysis highlighted four nonstructural measures of greatest potential
value: mandatory town planning controls that promote the adoption of low-impact development principles and techniques; development
of strategic urban stormwater management plans for a city, shire, or catchment; stormwater management measures and programs
for construction/building sites; and stormwater management activities related to municipal maintenance operations such as
maintenance of the stormwater drainage network and manual litter collections. Knowledge gained on the use and performance
of nonstructural measures from the survey, literature review, and three trial evaluation projects was used to develop tailored
monitoring and evaluation guidelines for these types of measure. These guidelines incorporate a new evaluation framework based
on seven alternative styles of evaluation that range from simply monitoring whether a nonstructural measure has been fully
implemented to monitoring its impact on waterway health. This research helps to build the stormwater management industry’s
knowledge base concerning nonstructural measures and provides a practical tool to address common impediments associated with
monitoring and evaluating the performance and cost of these measures. 相似文献
438.
Mechanical blending of contaminated soil with amendments has recently reemerged as an important treatment technology. From its original application using large‐diameter augers in the early 1990s to the current use of rotary drum blenders, soil blending is being used as an alternative to other remediation technologies like amendment injection and soil vapor and groundwater extraction. Shallow (approximately 10 m below ground surface [bgs] or less) soil blending also offers an alternative to excavation and disposal. Soil blending has been used to remediate a site with various contaminants including, but not limited to, chlorinated solvents, petroleum, and metals. The types of soils susceptible to soil blending vary from sands and gravels to silts and clays to fractured rock and combinations of all of these. The types of amendments blended include oxidants, reducing agents, biological enhancements, and stabilizing amendments. Soil blending systems deliver the power to the mixing head to adequately mix the soil and amendment to enhance remediation effectiveness. Since long‐term contamination is often a result of heterogeneously distributed residual contaminant in localized source zones that are difficult to access, the typical aim of soil blending is to homogenize the soil while effectively distributing amendment to these zones made accessible by blending. By effectively homogenizing the soil, however, soil blending will increase the void ratio and disrupt the shear strength and bearing capacity of the soil so an important component of a soil blending technology is proper recovery of these geotechnical parameters. This can be achieved by using well‐known soil improvement techniques such as amending all or a portion of the blended area with Portland cement or lime. Several case studies of soil blending treatments of different contaminants and amendments in various soil types are provided. 相似文献
439.
The field of fetal therapy has so far escaped from formal accreditation and quality control. Despite that, current published evidence shows that outcomes of interventions in younger fetal therapy centers are similar to what is achieved in more experienced centers and outcomes of interventions have improved over time. The question however remains what is not being published and what should be the standard of care, given the lack of level 1 evidence from randomized controlled trials for many interventions. Formal collaborative networks such as NAFTnet and others allow for anonymized benchmarking of center outcomes, without publicly shaming (and financially punishing) underperforming centers. Large registries also allow for tracking of rare complications and may result in improved patient outcomes over time. Core outcome sets, which could serve as a basis for outcome reporting, are available for some conditions, but certainly not for all, resulting in communication difficulties between centers. Formal accreditation, quality control, and outcome reporting are hard to implement, expensive, and may result in decreasing access to care by pushing smaller centers out of the market. Despite the existing difficulties, international societies have committed to quality improvement, and fetal therapy programs are strongly recommended to participate in voluntary outcome tracking. 相似文献
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Vagisha Pruthi Nimrah Abbasi Varsha Thakur Shiri Shinar Anne O’Connor Rachel Silver Tasha Simpson Tim Van Mieghem 《黑龙江环境通报》2023,43(7):881-888