Elsevier

Landscape and Urban Planning

Volume 143, November 2015, Pages 25-32
Landscape and Urban Planning

Research Paper
Application of seaweed as substrate additive in green roofs: Enhancement of water retention and sorption capacity

https://doi.org/10.1016/j.landurbplan.2015.06.006Get rights and content

Highlights

  • New green roof substrate was developed with Turbinaria conoides as additive.

  • Substrate provided high moisture retention, air space and draining properties.

  • Green roofs showed potential to delay runoff.

  • Green roofs acted as sink for various heavy metal ions with high sorption capacity.

Abstract

Green roof substrates are usually designed to achieve desirable characteristics such as low bulk density, preparation cost, high water holding capacity (WHC), hydraulic conductivity (HC) and airfilled porosity (AFP). However, no importance is given to sorption capacity or leaching potential of substrate. Thus, in the present study, novel attempt was made to incorporate a brown-seaweed (Turbinaria conoides) in growth substrate to enhance the runoff quality from green roofs. The green roof substrate, prepared using 30% perlite, 20% vermiculite, 10% sand, 20% crushed brick, 10% cocopeat and 10% T. conoides, was found to have favourable characteristics such as low bulk density (477.7 kg/m3), high WHC (49.5%), AFP (20.5%) and HC (4210 mm/h). With the aid of down-flow fixed column, sorption capacity of green roof substrate towards various metal ions (Na, K, Ca, Mg, Al, Fe, Cd, Cu, Cr, Ni, Pb and Zn) was examined and results indicated that the column was able to operate for 1440 min at a flow rate of 5 mL/min before outlet Ni concentration reached the inlet. Green roof experiments were performed using pilot-scale assemblies with Portulaca grandiflora as vegetation. Under rainfall simulations, it was observed that vegetated-green roof assemblies acted as a sink for various metal ions and produced better runoff. In addition, green roofs buffered acidic rain and delayed runoff generation.

Introduction

With the rapid urbanization, tall buildings and other new developments are made at the expense of green areas in cities. This resulted in shortage of greenery which in turn causes a decrease in canopy interception and transpiration within the city leading to increased temperature and decreased air humidity (Berndtsson, 2010). In addition, buildings are also responsible for 33% of greenhouse gas emission globally through high rate of energy and resource consumption (Berardi, Ghaffarianhoseini, & Ghaffarianhoseini, 2014). These problems may be partially solved by altering buildings’ rooftop properties. In recent years, green roofs (also called as vegetated roofs, living roofs or eco-roofs) are identified as a practical and valuable strategy to make sustainable buildings in urban areas.

Green roofs are basically roofs planted with vegetation on the top of growth medium (substrate). Depending on the location and space availability, green roofs generally comprise of vegetation at the top, followed by substrate, filter fabric, drainage element, root barrier, insulation and waterproofing layer. Green roofs present numerous economic and social benefits in addition to more obvious environmental advantages such as: improved insulation of the building; stormwater attenuation; noise insulation; reduced heat-island effect; extended roof life; habitat for pollinators; aesthetic value and enhanced marketability of property; improved air quality (Bates et al., 2015, Berardi et al., 2014, Chen, 2013). As a result of these positive effects, green roofs are becoming popular in many countries (Chen, 2013, Vijayaraghavan and Raja, 2014a). Several large-scale green roofs were established in European, American and few Asian countries. However, recent research reports pointed out that most of the commercial green roofs are not optimized to achieve the environmental/economic benefits associated with greening the rooftops (Berndtsson, 2010). To be precise, the focus of commercial green roof developers is usually related with development of substrate mix and management (watering and fertilization) to support vegetation. The performance of green roofs towards achieving various benefits is not well known. One such important benefit of green roof is enhancement of storm-water runoff quality. However, recent research reports proved that green roofs can also potentially degrade the quality of rain water with pollutants released from soil, plants and fertilizers (Berndtsson et al., 2006, Moran et al., 2003, Vijayaraghavan and Joshi, 2014). Rainwater is generally considered as non-polluted but may be acidic, and contains substantial amounts of nitrates and traces of other pollutants such as heavy metals and pesticides depending on the local pollution sources and prevailing winds (Berndtsson, 2010). Upon percolation through green roof system, ions from substrate components will be leached into the influent and the runoff will have a higher concentration of the ion than the rain water (Gnecco, Palla, Lanza, & La Barbera, 2013). This is further complicated by plant uptake and fertilization practices which remove or add nutrients, respectively. However, till now, only runoff quality assessment studies were performed (Teemusk and Mander, 2007, Vijayaraghavan and Joshi, 2014) and no in-depth investigation has been made to improve the quality of runoffs generated by green roofs.

The improvement in the runoff quality from green roofs can be achieved through proper selection of substrate components and plants. Green roof substrates should be light weight, cheap, and possess high water retention capacity, hydraulic conductivity and air-filled porosity. However, no importance was given to sorption capacity or leaching potential of substrate. Considering the green roof substrate mainly comprise of inorganic constituents, it is advisable to mix an efficient sorbent which improve the sorption capacity of green roof substrate. Therefore, through this study, a brown-seaweed (Turbinaria conoides) was supplemented with the green roof substrate to enhance the sorption capacity as well as support plant growth. T. conoides is a well-known sorbent for various heavy metal ions (Vijayaraghavan, Joshi, & Kamala-Kannan, 2012) and it comprise of high NPK ratio (Sunarpi, Jupri, Kurnianingsih, Julisaniah, & Nikmatullah, 2010). Therefore, the objective of the present study was to develop a novel seaweed-based growth substrate for green roofs. Packed column assembly was used to evaluate sorption capacity of substrate, whereas pilot-scale green roof assemblies were employed to examine the runoff quality and plant support.

Section snippets

Substrate components and mixture preparation

Based on the procedures developed by Vijayaraghavan and Raja (2014a), green roof substrate was developed using expanded perlite, exfoliated vermiculite, sand, crushed brick and coco-peat. The substrate exhibited favourable physico-chemical properties as well as supported maximum plant growth. However, the sorption capacity was found to be limited. Thus, in the present study, the organic content (coco-peat) was replaced with equal volume mix of T. conoides and coco-peat. The modified green roof

Characteristics of green roof substrate mix

Substrates used on green roofs are mainly composed of inorganic material and minimal organic constituents (Department of Design and Construction, 2007, FLL, 2002). This is to achieve low dense, minimal nutrient and highly stable green roof substrates. In the present study, green roof substrate was prepared to be composed of 80% inorganic (perlite, vermiculite, sand and crushed brick) and 20% organic (coco-peat and T. conoides). The particle size of substrate mix was in the range of 0.25–10 mm.

Conclusions

It has been shown through the results of the study that green roofs could act as sink for several heavy metal ions due to the presence of T. conoides in the growth substrate. The specific conclusions are as follows:

  • Green roof growth substrate comprising (on volume basis) 30% perlite, 20% vermiculite, 10% sand, 20% crushed brick, 10% coco-peat and 10% Turbinaria biomass can provide high moisture retention capacity, air space and draining properties.

  • Column experiments using up-flow fixed bed

Acknowledgements

This work was financially supported by Ramalingaswami Re-entry Fellowship (Department of Biotechnology, Ministry of India, India). Authors are also grateful to Mr. Franklin D. Raja for his assistance in experiments.

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