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    基于REMM的浙江平原乡村河岸带宽度补偿与优化

    REMM-based compensation and optimization of widths on the rural riparian zones of plain, Zhejiang province

    • 摘要: 河岸带宽度影响着河岸带削减面源污染, 改善河流水质的功能, 但在一些乡村地区, 由于土地利用、房屋建筑、道路建设等原因, 河岸带区域被占据, 河流水质逐渐恶化。本文对浙江省桐乡市白马塘村的3条河流进行了调查, 将3条河流按土地利用方式和断面划分为6个河段(T1、T2、T3、T4、T5、T6), 采用河岸带生态系统管理模型(REMM)计算各河段河岸带的总氮去除率。结果表明:研究区内河段T6的总氮去除率最大, 为76%, 其他5个河段的总氮去除率均 < 75%。在实际情况下, 5个河段河岸带以外的土地一直用作农田或宅基地, 河岸带宽度无法增加。为弥补宽度缺陷, 在T1、T2、T3、T4、T5河段分别设置5个试验小区, 分别采用混凝土扇形砖、生态混凝土球、混凝土砌块、五丰砌块和生态袋复合措施进行建设。试验表明:生态混凝土球和生态袋复合措施的总氮去除率分别提高到76.07%和79.71%, 补偿宽度分别为10.34和11.64 m。但其他3种措施的总氮去除率仍低于75%, 对宽度补偿效果不明显。因此, 采用生态混凝土球或生态袋复合措施脱氮效果较好。同时, 这些措施可以有效补偿现有宽度, 以达到改善水质的目的。此外, 本文给出了优化宽度的拟合方程, 为河流修复与管理中河岸带宽度的确定提供依据。

       

      Abstract:
      Background Riparian zones play a key role in removing none-point pollution and improving water quality. It is well known that these functions largely depend on the widths of riparian zones. However, due to farm land-use, building construction, road construction and other reasons, some riparian zones have been occupied in some rural areas. It results in that none-point pollution cannot be intercepted efficiently and water quality could be degraded.
      Methods We investigated 3 rivers in Baimatang village of Tongxiang city, Zhejiang province, where is attributed as flat rural area. After we divided the 3 rivers into 6 reaches (T1, T2, T3, T4, T5, and T6) according to the land use patterns and cross-section, the removal rate of total nitrogen in each riparian zone were calculated with Riparian Ecosystem Management Model (REMM).
      Results 1) The removal rate in T6 was the biggest, 76.03%. But in other 5 reaches, the removal rates of total nitrogen were < 75%. In practice, lands outside the riparian zones were used as farm field or house field along the 5 reaches, the riparian zones were limited and could not been widened. In order to remedy the width deficits, we set 5 experimental blocks with concrete sector bricks, ecological concrete balls, concrete bricks, Wufeng bricks and ecological bags in reach T1, T2, T3, T4, and T5, respectively. 2) Experiments showed that the removal rates by the combined measures of vegetation with ecological concrete balls or ecological bags were improved to 76.07%, 79.71% and their remedied widths were 10.34 m and 11.64 m, respectively. However, the removal rates by other three measures were still < 75% and their remedied widths were not obvious. The combined measures of vegetation with ecological concrete balls or ecological bags presented much better nitrogen removal efficiency. Meanwhile, these measures reduced the width deficits of current widths to satisfy the objectives of buffering the water quality. Among the 5 artificial ecological materials, the ecological concrete ball demonstrated the greatest increase in the nitrogen removal rate per unit width, which was 0.751 9%/m, and the compensation width was >10 m, and the width compensation efficiency was the highest, and the effect of width compensation was the best.
      Conclusions In order to further improve the width compensation effect of the riparian zone in the study area, ecological concrete balls can be arranged in the riparian zone to optimize the construction measures of the riparian zone. Additionally, the fitting equations of optimal widths have been presented, it would be helpful to definite the exact width of a riparian zone for river restorations or managements.

       

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