森林湿地丘池微地形的复制

W. Barry, A. Garlo, C. Wood
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引用次数: 36

摘要

湿地森林。在整个美国东北部的非洪泛平原地区,森林湿地的一个共同特征是它们所谓的“丘和池”微地形,也被称为“坑丘”或“丘和空心”(Golet et al., 1993)。通常,这些湿地以生长在土丘上的红枫(Acer rubrum)为主,从而避免了与长时间洪水或饱和相关的厌氧土壤条件。尽管最可能的解释似乎是风力,但这种微地形的确切起源仍有待探讨(Golet et al., 1993)。生长在湿地的树种通常是浅根的,很容易被风吹倒。这导致了根和土壤的凸起,随着木质材料的腐烂,形成了一个土堆,为幼苗的建立创造了一个相对干燥的地方。幼树根系的生长、被困土壤和凋落叶的积累也可能有助于土丘的初步形成。不管它的起源是什么,土丘和池塘的微地形增加了一些木本物种个体在季节性或甚至多年的高水位时期存活的可能性。这些土丘还增加了植物群落的多样性,因为它们提供了相对广泛的洪水频率和湿度条件的建立地点(见Golet等人,1993年的文献综述)。随着目前对湿地恢复、增强和创造的高度关注,令人惊讶的是,文献中没有更多的关注复制丘池微地形。考虑到新英格兰强调以实物替代树木繁茂的湿地,这一点尤其正确。无论从生态学还是美学的角度来看,土丘都是这些生态系统的一个重要特征,任何试图重建它们的真实版本的尝试都应该包括土丘。同样重要的是,通过提供小规模地形起伏,土丘增加了植物在波动水文条件下的容忍度。这增加了缓解项目短期内成功的机会,也有利于在项目成熟时物种补充和群落发展的自然模式。尽管如此,之前唯一一份试图复制东北部土丘和池塘微地形的报告似乎是1990年由D.J. Crispin和A.D. Randall撰写的报告。他们在马萨诸塞州东南部的大雪松沼泽66.8公顷(165英亩)的场地上创造了土丘和池塘地形,取得了不同程度的成功。在试图将场地恢复到原来的状态时,他们遇到了许多问题,其中最主要的问题是重型建筑设备在粘土和淤泥中挖矿。其他困难包括木本物种在从自然湿地移植的根垫(称为“条形覆盖”)中存活率低,以及高度改变的现场水文,需要建造2,440米(8,000英尺)的粘土堤岸和几座水坝来控制地下水和溪流(Crispin和Randall, 1990;Valiton, 1995)。本文介绍了一种建造土墩和水池的设计和方法
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Duplicating the Mound-and-Pool Microtopography of Forested Wetlands
of wetland forests. A common characteristic of forested wetlands in non-floodplain areas throughout the northeastern United States is their so-called "mound-and-pool" microtopography, also referred to as "pitand-mound" or "hummock-and-hollow" (Golet et al., 1993). Typically, these wetlands are dominated by red maples (Acer rubrum) which grow on the mounds, thus avoiding the anaerobic soil conditions associated with prolonged flooding or saturation. The precise origin of such microrelief is open to question, although the most likely explanation appears to be windthrows (Golet et al., 1993). Tree species growing in wetlands are typically shallow-rooted and easily toppled by wind. This results in a raised mass of root and soil, which, as the woody material decays, setties into a mound, creating a relatively dry site for seedling establishment. The growth of the root systems of the young trees, and the accumulation of trapped soil and leaf litter probably also contributes to the initial formation of a mound. Regardless of its origin, the mound-and-pool microrelief increases the probability that some individuals of woody species will survive seasonal or even multi-year periods of high water. The mounds also increase the diversity of the plant community, since they provide establishment sites with a relatively wide range of flooding frequencies and moisture conditions (see Golet et al., 1993 for a li{erature review). With the current high level of interest in wetland restoration, enhancement, and creation, it is surprising that more attention has not been given in the literature to duplicating the mound-and-pool microrelief. This is especially true considering the regulatory emphasis on in-kind replacement of wooded wetlands in New England. Mounds are an important feature of these ecosystems, whether from an ecological or aesthetic point of view, and should be included in any attempt to re-create authentic versions of them. Equally important, by providing small-scale topographic relief, mounds increase the margin of tolerance for plants placed in fluctuating hydrological conditions. This increases the shortterm chances of success in a mitigation project, and also favors a natural pattern of species recruitment and community development as a project matures. Despite this, the only previous report of an attempt to replicate the mound-andpool microtopography in the Northeast appears to be a 1990 report by by D.J. Crispin and A.D. Randall. Their effort to create mound-and-pool topography on a 66.8-ha (165-acre) site in the Great Cedar Swamp in southeastern Massachusetts met with mixed success. In attempting to restore the site to its original con~tition, they encountered a number of problems, foremost of which was the miring of heavy construction equipment in the clay and muck soils. Other difficulties included low survival rates for woody species in rootmats transplanted from natural wetlands (called "strip mulching") and a highly altered site hydrology that necessitated construction of a 2,440-m (8,000-foot) clay dike and several dams to control groundwater and stream flows (Crispin and Randall, 1990; Valiton, 1995). This paper describes a design and method for constructing mounds and pools
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