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1.
The increased recognition of the importance of soil is reflected in the UN Post‐2015 Development Agenda with sustainable development goals that directly and indirectly relate to soil quality and protection. Despite a lack of legally binding legislation for soil protection, the European Commission remains committed to the objective of soil protection. However, the achievement of a legally binding framework for soil protection relies on the implementation of a soil monitoring network (SMN) that can detect changes to soil quality over time. As beneficiaries do not pay for the provision of soil information, the options for soil monitoring are limited. The use of existing data sets should be considered first. Using Ireland as an example, this research explored the opportunities for a SMN for Ireland considering three existing national data sets. The options for a SMN are considered in terms of their spatial and stratified distribution, the parameters to be measured and an economic analysis of the options proposed. This research finds that for Ireland, either a 10 or a 16 km2 grid interval stratified by land use and drainage class offers the best potential in relation to the spatial distribution of existing data sets to reflect local data at a national level. With existing data, the stratified SIS data using the 16 km2 grid offers the best value for money, with baseline costs for analysis, excluding field costs, of between €706 481 and €2.8 million. Acknowledging the impossibility of measuring all parameters with ideal frequency, this study proposes a two‐tier system for optimized monitoring frequency. Parameters must anticipate future policy requirements. Finally, the implementation of a SMN must be accompanied by standardized methods, defined thresholds and action mandates to maintain soil quality within allowable limits.  相似文献   
2.
上虞市海涂实验农场中心试验区的排水系统,能满足十年一遇的年最大24h降雨,两天内排出的要求。滨海盐土的地下水位高,农田基本建设除用浅、密的排水沟布置外,还应结合平整土地、发展灌溉以及适用的农、林技术等综合措施,才能达到治盐改土的效果。  相似文献   
3.
在三江平原别拉洪河流域地形图、土地利用图和排水工程建设资料的基础上,利用地理信息系统进行流域景观制图,并根据排水工程建设量将该流域划分出4个排水分区。利用景观结构分析软件FRAGSTATS分别计算了各分区2个时期(1967年和2005年)的多种景观结构指标。结果表明:排水工程之前,除了旱地无排区的其它3个排水区域,自然湿地覆盖率均达到90%以上,且呈大块连续状分布,结构比较简单,自然状态保存完好;排水渠大量修建之后,沼泽地因排水基本消失,草甸及其它沼泽类型也大片被排干,取而代之的是以大面积的旱地和水田为基质,湿地以小的斑块体镶嵌其中的流域景观,景观结构破碎化严重并趋于复杂化。最后提出下一步的研究工作。  相似文献   
4.
甘肃河西盐碱荒地开发对河流水质的影响   总被引:5,自引:0,他引:5  
本文详尽分析了甘肃河西地区张掖临泽部分盐碱荒地开发对生态环境产生的主要污染参数、污染因子及污染物排放量,预测了洗盐废水中可溶性盐分对黑河水质的影响。  相似文献   
5.
为探究适合中国南方平原圩区的水文模型及平原圩区建模与参数率定方法,把握平原圩区内部水循环规律,该研究以巢湖流域庐北大圩为研究区,基于改进SWAT(soil and water assessment tool)模型,提出了一种基于\  相似文献   
6.
针对大海子水库放水涵洞闸门前承压段3道伸缩缝止水功能部分失效、伸缩缝漏水防渗处理等问题,采取聚合物砂浆封缝、灌注水溶性聚氨酯堵漏、手工聚脲材料护面防渗等处理,为聚脲防渗材料在水库放水涵洞工程中的应用提供借鉴和经验.  相似文献   
7.
基于生态足迹分析的青海湟水河流域可持续发展能力   总被引:1,自引:0,他引:1  
基于生态足迹模型,计算2000-2005年湟水河流域生态足迹.结果表明:6年来,湟水河流域人均生态足迹从2000年的1.426 5 hm2/人增加到2005年的1/659 6 hm2/人,人均生态承载力从2000年的1.116 8 hm2/人减少到2005年的1.056 9 hm2/人,人均生态赤字从2000年的0.443 8 hm2/人增加到2005年的0.729 5 hm2/人,生态压力指数从2000年的1.45上升到2005年的1.78,表征状态由较不安全(4级)上升到很不安全(5级),现有发展模式不变的话,预测2010年生态赤字达0.943 2 hm2/人,生态压力指数为2.07,处于极不安全状态(6级).同时,随着湟水河流域生态足迹多样性指数从2000年的1.03提高到2005年的1.29,GDP生态足迹由2000年的2.702 3hm2/104元降低到2005年的2.215 6 hm2/104元,发展能力从2000年的1.46增加到2005年的2.14,预测2010年发展能力将提高到2.71.基于可持续发展理论,提出了实现湟水河流域可持续发展的措施和对策.  相似文献   
8.
田丰 《湖南农机》2016,(7):173-174
随着国内城市化的推进,市政工程的给排水工程越发显得重要。传统的给排水施工技术已经无法满足城市发展要求,社会对给排水的施工质量提出了更高地要求。文章结合当前给排水施工管理现状,对给排水施工的施工管理各方面进行简要探析。  相似文献   
9.
The change in the Common Agricultural Policy (CAP) of the European Union from product to producer support, including requirements for ‘good agricultural and environmental conditions’ and ‘greening’, is excellent. However, these requirements are now defined in rather general terms. Questions can be raised about suitable indicators, and there is a recognized need for effective management recommendations to support farmers in achieving the required ‘good’ conditions. These recommendations are bound to be quite different for different soils in different countries. A study of Dutch clay soils was based on a storyline describing current problems and management options for improvement, which were quantified using a soil–water–crop simulation model. Indicators were defined for agricultural conditions and suggestions made for the use of the model in a predictive mode to help farmers improve their soil management. Environmental conditions were judged by current environmental guidelines for water and air. When modelling, implicit assumptions that soils are homogeneous were shown to be unrealistic for these clay soils, requiring development of innovative methods and procedures, presenting a challenge for soil research.  相似文献   
10.

Objective

To describe the use of small-bore wire-guided catheters in the management of peritoneal effusion in cats and dogs and to detail any associated adverse events.

Design

Retrospective study.

Setting

University teaching hospital

Animals

Forty-five client-owned animals that had peritoneal catheters placed for management of peritoneal effusion between July 2010 and June 2021.

Interventions

None.

Measurements and Main Results

Forty-five cases were included (25 dogs and 20 cats). Twenty-eight animals had the catheter placed to aid management of a uroabdomen, 8 of which recovered without surgical management, 11 had the catheter placed to allow autotransfusion of hemoabdomen, 3 had peritonitis, and 3 had ascites secondary to cardiac disease. Twenty-seven cases (15 dogs and 12 cats) received sedation (n = 24) or local anesthesia alone (n = 3) to facilitate catheter placement, and 6 cases had the catheter placed while under general anesthesia. Median length of catheter persistence was 24 hours (range: 2–144 h). The most common adverse events reported were impaired drainage (n = 7) and leakage at the insertion site (n = 4).

Conclusions

Peritoneal catheters can be inserted percutaneously for management of peritoneal effusion. Indications include stabilization and conservative management of uroabdomen, and autotransfusion. They can often be placed with minimal or no sedation and adverse events appear infrequent in occurrence.  相似文献   
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