Masterarbeit, 2018
97 Seiten, Note: 1,0
Geowissenschaften / Geographie - Phys. Geogr., Geomorphologie, Umweltforschung
1. Introduction
2. Objectives
3. Fundamentals
3.1 Greywater: Quantity, Quality, Reuse, and Risks
3.2 Green Walls: Definition and State-of-the-Art
3.3 Constructed Wetlands as Reference Biotechnology
3.3.1 Surface Flow Wetlands
3.3.2 Horizontal Flow Wetlands
3.3.3 Vertical Flow Wetlands
3.4 Transformation and Elimination Processes in Constructed Wetlands
3.4.1 Carbon Transformation
3.4.2 Nitrogen Transformation
3.4.3 Phosphorus Transformation and Retention
3.4.4 Suspended Solids Removal
3.4.5 Pathogen Removal
4. Material and Methods
4.1 Experimental Setup and Procedure
4.1.1 Design Concepts
4.1.2 Substrate
4.1.3 Plant Selection
4.1.4 Mean Residence Time Determination
4.1.5 Hydraulic Loading Regime and Sampling Procedure
4.1.6 On-site Measurements
4.2 Measurement Instruments
4.2.1 s::can spectro::lyser™
4.2.2 Hach-Lange DR-1900
4.2.3 WTW MultiLine® 3410 IDS
4.2.4 Thermo Scientific Eutech Expert CTS and HM Digital PH-200
4.3 Statistical Methods
5. Results and Discussion
5.1 Plant and Root Development
5.2 Mean Residence Time
5.3 Treatment Performance
5.3.1 Organic Pollutants
5.3.2 Total Suspended Solids and Turbidity
5.3.3 Nitrogen
5.3.4 Phosphate
5.4 Simulated Treatment Performance of a Five Meter High Living Green Wall
5.5 Hydraulic Loading Regime Modifications and its Effects on the Mean Residence Time
6. Conclusion and Outlook
7. Summary
8. References
9. Appendix
9.1 Greywater recipe
9.2 Calibration data
9.3 Results
9.4 Test statistics
10. Curriculum Vitae
The primary goal of this research is to design and develop modular, facade-integrated living green wall prototypes for on-site greywater treatment. The study assesses the treatment performance of different configurations regarding their substrate, plant species, and water-flow dynamics, ultimately evaluating if consecutive treatment units can meet regulatory water quality standards for potential reuse.
4.1.1.1 Vertical Channels
Although a short hydraulic residence time was estimated in advance due to the vertical design of the prototype, it was implemented either way due to multiple reasons: 1. The constructive effort and economic costs are minimal, as it can be constructed out of ready-made products. This allows to investigate different substrate compositions in parallel. 2. The final external green wall of the GreenINSTRUCT project is aimed to be made from minimum 70% CDW or other recycled materials. The extrusion of the green wall with a geopolymer which is being developed by the projects consortium is a possible manufacturing option. Extrusion could reduce the overall costs, and eventually stimulate dissemination of the product.
PVC based pipes were heated and warped into an elliptical shape with the dimensions noted in Table 6. The minor axis radius of approximately 3 cm was chosen to provide a comparably narrow root space as in the two other designs. A smaller radius could not be achieved without risking a material defect. Starting from 10 cm below the upper edge, five holes were drilled every 20 cm (Figure 11). The bottom was closed using an aluminum mesh with approximately 2 mm mesh size to inhibit substrate outflow.
For this prototype, a plant supporting structure was installed by mounting a polypropylene pipe which had been cut at a 45° angle on two sides. Two copies of the channelized design concept were built, but they were filled with different substrate compositions. The prototype "Chan" was filled with the substrate only, while coconut fibers were added to "ChanPlus" to approximately one-fourth of the volumetric content.
1. Introduction: This chapter highlights global challenges such as water scarcity and urbanization, introducing green walls as a modular, facade-integrated solution for on-site greywater treatment.
2. Objectives: The research aims are defined, focusing on the design of prototypes, performance assessment, and the estimation of necessary serial configurations to reach water quality standards.
3. Fundamentals: Provides a theoretical basis by defining greywater, green wall systems, and established constructed wetland biotechnology regarding treatment processes.
4. Material and Methods: Details the experimental construction of the prototypes, the selection of substrates and plants, the hydraulic loading regimes, and the analytical methods used.
5. Results and Discussion: Presents the analysis of plant health, mean residence times, and pollutant removal performance, discussing the differences between channelized and cascading prototype designs.
6. Conclusion and Outlook: Synthesizes findings, emphasizing the importance of support structures for root development and suggests future optimizations for material choice and loading regimes.
Greywater Treatment, Living Green Walls, Constructed Wetlands, Sustainability, Urban Water Management, Facade Integration, Biofiltration, Water Reuse, Hydraulic Residence Time, Environmental Engineering, Nutrient Removal, Modular Design, Wastewater Quality, Urban Ecosystems, Rhizosphere Development
The research focuses on developing and testing modular, facade-integrated green wall systems capable of treating greywater on-site to help mitigate urban water scarcity.
The study tested prototypes using vertical channels, inclining alternating cascades, and declining alternating cascades, compared against an unplanted control system.
The goal is to determine if these systems can treat greywater to meet EU regulatory standards for reuse applications like irrigation or toilet flushing.
The performance was analyzed using an UV/Vis spectrophotometer probe and chemical photometers, alongside statistical evaluation using the Kruskal-Wallis test.
The body covers materials and methods, design concepts, plant root development, residence time calculations, and the performance of the system in a simulated multi-stage setup.
Key terms include greywater treatment, living green walls, constructed wetlands, urban water management, and ecological sanitation.
Plants were selected based on their suitability for artificial treatment wetlands and their ability to thrive in the narrow, vertical root space provided by the developed prototypes.
The substrate contributes significantly to pollution removal through adsorption and provides the necessary surface area for biofilm development essential for microbial treatment.
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