An innovative greywater treatment system for urban areas ... - SuSanA

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6 APPENDIX 6.1 TECHNICAL DATA OF SANIRESCH GREYWATER TREATMENT PLANT, (IN GERMAN); (HUBER SE, 2011A) Pumpen: � Beschickungspumpe MBR (P1) Fabrikat : Speck Typ: TOP 71WS Leistung der Pumpe: 9,4 [m³/h] bei 2 m Förderhöhe � Permeatpumpe (P2) Fabrikat : Timmer Typ: DP 60-A Leistung der Pumpe (max.): 0,18 [m³/h] � Überschussschlammpumpe (P3) Fabrikat : Speck Typ: TOP 71WS Leistung der Pumpe: 9,4 [m³/h] bei 2 m Förderhöhe � Spritzdüsenpumpe (P4) Fabrikat : Speck Typ: TOP 71WS Leistung der Pumpe: 9,4 [m³/h] bei 2 m Förderhöhe � Betriebswasserpumpe (P5) Fabrikat : Speck Typ: TOP 71WS Leistung der Pumpe: 9,4 [m³/h] bei 2 m Förderhöhe Vorlage: � Volumen Vorlage max. 0,48 [m³] � Typ Belüftungsgebläse Rietschle LP 80 � Membranrohrbelüfter Belüft. Fa. Ott, Schlitzweite 1,2 mm Biologische Stufe: � Volumen Biologie max. 0,5 [m³] � Typ Belüftungsgebläse Rietschle LP 80 � Membranrohrbelüfter Belüft. Fa. Ott, Schlitzweite 1,2 mm Filtrationsstufe: � Membranfläche 3,5 [m²] � Auslegungsfluss 5 [l/(h*m²)] (einstellbar) � Auslegungstemperatur 20 [°C] � Porengröße 0,038 [μm] � Membranmaterial PES � TMP* Bereich - 350 [mbar] � Standzeit der Membran 1[a] (nach Bedarf) � Typ Spülluftgebläse Rietschle LP 80 � Membranrohrbelüfter Spülung Fa. Ott, Schlitzweite 2,0 mm *TMP = Transmembrandruck 80
6.5 ENERGY PRICE (GROSS) IN GERMANY, (GRAPHIC PRESENTATION BY K. LÖW); (BUNDESMINISTERIUM FÜR WIRTSCHAFT UND TECHNOLOGIE, 2010) * calculated values 6.6 WATER PRICE IN HESSEN/GERMANY (GROSS), (GRAPIC PRENSENTATION BY K. LÖW); (STATISTISCHES BUNDESAMT, 2011) * calculated values 84
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Master’s Thesis AN INNOVATIVE GRE
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ABSTRACT In its German headquarters
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3.7 Identification of global hotspo
Page 7 and 8:
LIST OF TABLES Table 1: Overview of
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ABBREVIATIONS AHP Analytical hierar
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1 INTRODUCTION In regions of the wo
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2 MATERIALS AND METHODS 2.1 LITERAT
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To get an overview of chronological
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Table 2: Microbiological load of gr
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2.1.5 TREATMENT TECHNOLOGIES Genera
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Figure 7: Ground plot of GIZ main b
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Figure 10: Schematic view of preced
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3. Storage tank for permeate: In th
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2.4 GREYWATER TREATMENT VIA MBR TEC
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matrix that shows all objective cri
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� Socio-cultural criteria o Gener
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Only the legislative requirements f
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An important factor for the assessm
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equirements of purity (Sieghart, 20
Page 39 and 40: 2.5 METHOD TO IDENTIFY IDEAL INTERN
Page 41 and 42: Population per km 2 arable land: 0
Page 43 and 44: such as in densely populated areas.
Page 45 and 46: Table 13: International greywater t
Page 47 and 48: Due to the complexities, involved i
Page 49 and 50: 3.3 PLANT TECHNOLOGY IN ESCHBORN As
Page 51 and 52: humins, which are high molecular or
Page 53 and 54: 3.4 SANIRESCH RESEARCH PROJECT AND
Page 55 and 56: ut in a hotel the drain from shower
Page 57 and 58: Cleaning water for preceeding scree
Page 59 and 60: Water costs: In contrast to energy
Page 61 and 62: treatment plants in different circu
Page 63 and 64: 3.6 INVESTIGATION OF INTERNATIONAL
Page 65 and 66: “Dead Sea Spa” hotel/Jordan; (a
Page 67 and 68: In this comparison of three project
Page 69 and 70: In the Near East and North Africa m
Page 71 and 72: Table 26: Water quality index (WQI)
Page 73 and 74: 3.7.4 URBANISATION Country populati
Page 75 and 76: Table 29: Ranking of countries idea
Page 77 and 78: e based on legal, economic, socio-c
Page 79 and 80: 3.8 FUTURE PROSPECTS 3.8.1 LEGAL FO
Page 81 and 82: 4 CONCLUSIONS The membrane bioreact
Page 83 and 84: 5 REFERENCES Ackermann, K. (2010).
Page 85 and 86: Herbst, H. (2008). Bewertung zentra
Page 87 and 88: Rohr, T. (2004). Einsatz eines mehr
Page 89: Hauptgebäude. In S. fbr15, Wassera
Page 93 and 94: 6.8 UTILITY ANALYSIS (TRIMMED-DOWN
Page 95 and 96: Identification of ideal internation
Page 101 and 102: 6.9 POSTER 94
Page 103: EHRENWÖRTLICHE ERKLÄRUNG Ich vers
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