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驶向绿色城市韧性的未来:绿色城市结构作为危机管理与韧性的支撑
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作者 伯尔德·南特维格 《景观设计学(中英文)》 CSCD 2024年第1期4-8,共5页
在城市景观快速变化的背景之下,绿色城市结构的整合正成为应对气候变化和流动性问题带来的多重挑战的关键解决方案。本文提出了一种可持续城市发展的思路,强调在城市生活的各个方面融入绿色城市结构和更具环保意识的规划原则的必要性。... 在城市景观快速变化的背景之下,绿色城市结构的整合正成为应对气候变化和流动性问题带来的多重挑战的关键解决方案。本文提出了一种可持续城市发展的思路,强调在城市生活的各个方面融入绿色城市结构和更具环保意识的规划原则的必要性。通过分析城市挑战和潜在危机的影响,本文呼吁政府机构、私营企业和地方社区之间的通力协作,以促进能够减轻生态脆弱性、增强绿色城市韧性的创新解决方案的提出。在绿色城市结构的视角下,本文着重论述了城市向更具可持续性、适应性和韧性,能够抵御未来不可预测风险的空间转型潜力。 展开更多
关键词 绿色城市结构 绿色城市韧性 气候变化 流动性 危机管理 可持续发展
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Influence of Organic Matter Content on Hydro-Structural Properties of Constructed Technosols 被引量:1
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作者 Maha DEEB Michel GRIMALDI +3 位作者 Thomas Z.LERCH Anne PANDO Pascal PODWOJEWSKI Manuel BLOUIN 《Pedosphere》 SCIE CAS CSCD 2016年第4期486-498,共13页
Constructed Technosols may be an alternative for creating urban green spaces. However, the hydro-structural properties emer- ging from the assembly of artefacts have never been documented. The soil shrinkage curve (... Constructed Technosols may be an alternative for creating urban green spaces. However, the hydro-structural properties emer- ging from the assembly of artefacts have never been documented. The soil shrinkage curve (SSC) could provide relevant structural information about constructed Technosols, such as the water holding capacity of each pore system (macropores and micropores). The objectives of this study were (i) to evaluate the SSC and water retention curve (WRC) to describe the structure of constructed Tech- nosols and (ii) to understand the influence of organic matter content on soil hydro-structural properties. In this study, Technosols were obtained by mixing green waste compost (GWC) with the material excavated from deep horizons of soil (EDH). The CWC was mixed with EDH in six different volumetric percentages from 0% to 50% (GWC/total). The GWC and EDH exhibited highly divergent hydro-structural properties: the SSC was hyperbolic for GWC and sigmoid for EDH. All six mixture treatments (0%, 10%, 20%, 30%, 40% and 50% GWC) exhibited the classical sigmoid shape, revealing two embedded levels of pore systems. The 20% GWC treatment was hydro-structurally similar to the 30% and 40% GWC treatments; so, a large quantity of expansive GWC is unnecessary. The relation with the GWC percentage was a second-degree equation for volumetric available water in micropores, but was linear for volumetric available water in macropores and total volumetric available water. Total volumetric available water in the 50% GWC treatment was twice as high as that in the 0% GWC treatment. By combining SSCs and WRCs, increasing the GWC percentage increased water holding capacity by decreasing the maximum equivalent size of water-saturated micropores at the shrinkage limit and increasing the maximum equivalent size of water-saturated macropores, resulting in an increased range of pore diameter able to retain available water. 展开更多
关键词 available water soil shrinkage curve soil water content water holding capacity water retention curve
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