Marco Bruni, seecon international gmbh

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Marco Bruni, seecon international gmbh Rapid Sand Filtration Marco Bruni, seecon international gmbh

Copy it, adapt it, use it – but acknowledge the source! Copyright & Disclaimer Copy it, adapt it, use it – but acknowledge the source! Copyright Included in the SSWM Toolbox are materials from various organisations and sources. Those materials are open source. Following the open-source concept for capacity building and non-profit use, copying and adapting is allowed provided proper acknowledgement of the source is made (see below). The publication of these materials in the SSWM Toolbox does not alter any existing copyrights. Material published in the SSWM Toolbox for the first time follows the same open-source concept, with all rights remaining with the original authors or producing organisations. To view an official copy of the the Creative Commons Attribution Works 3.0 Unported License we build upon, visit http://creativecommons.org/licenses/by/3.0. This agreement officially states that: You are free to: Share - to copy, distribute and transmit this document   Remix - to adapt this document. We would appreciate receiving a copy of any changes that you have made to improve this document. Under the following conditions: Attribution: You must always give the original authors or publishing agencies credit for the document or picture you are using. Disclaimer The contents of the SSWM Toolbox reflect the opinions of the respective authors and not necessarily the official opinion of the funding or supporting partner organisations. Depending on the initial situations and respective local circumstances, there is no guarantee that single measures described in the toolbox will make the local water and sanitation system more sustainable. The main aim of the SSWM Toolbox is to be a reference tool to provide ideas for improving the local water and sanitation situation in a sustainable manner. Results depend largely on the respective situation and the implementation and combination of the measures described. An in-depth analysis of respective advantages and disadvantages and the suitability of the measure is necessary in every single case. We do not assume any responsibility for and make no warranty with respect to the results that may be obtained from the use of the information provided.  

Contents Concept How Rapid Sand Filtration Can Optimise SSWM Design Principles Treatment Efficiency and Health Aspects Construction and Operation & Maintenance Applicability Advantages and Disadvantages References

Water supply systems in densely populated urban areas 1. Concept Water Purification Water supply systems in densely populated urban areas Communities Households Household level Semi-centralised level Centralised level

1. Concept Water Purification Rapid sand filtration is a purely physical drinking water purification method on a centralised (or semi-centralised) level Household level Semi-centralised level Centralised level Rapid Sand Filtration

Water Purification through Rapid Sand Filtration 1. Concept Water Purification through Rapid Sand Filtration Working Principle After being pre-treated (coagulation-flocculation), freshwater flows through a sand- and gravel bed. Hereby, particles are removed through a physical filter process. Final disinfection. Pre-Treatment Coagulation-Flocculation Rapid Sand Filtration Post-Treatment Chlorination Rapid sand filtration is an integral part of a particular water treatment procedure and cannot produce drinking-water without precedent and subsequent treatment steps.

Water Purification through Rapid Sand Filtration 1. Concept Water Purification through Rapid Sand Filtration Processes are interlinked Working Principle After being pre-treated (coagulation-flocculation), freshwater flows through a sand- and gravel bed. Hereby, particles are removed through a physical filter process. Final disinfection. Pre-Treatment Coagulation-Flocculation Rapid Sand Filtration Post-Treatment Chlorination Rapid sand filtration is an integral part of a particular water treatment procedure and cannot produce drinking-water without precedent and subsequent treatment steps.

Characteristics of Urbanised Areas 2. How Rapid Sand Filtration Can Optimise SSWM Characteristics of Urbanised Areas High Land Prices Large water demand Source: http://headlinenewsstories.com/wp-content/uploads/2010/06/india.jpg [Accessed: 21.02.2012] Source: http://headlinenewsstories.com/wp-content/uploads/2010/06/india.jpg [Accessed: 21.02.2012] Limited Space High population density

Water Purification in Urban Areas 2. How Rapid Sand Filtration Can Optimise SSWM Water Purification in Urban Areas Source: http://www.govisitcostarica.com/images/photos/full-cano-negro-brown-river.jpg [Accessed: 21.02.2012] Source: http://headlinenewsstories.com/wp-content/uploads/2010/06/india.jpg [Accessed: 21.02.2012] Source: http://sinkholes1.com/wp-content/uploads/2011/07/Old-Sink.jpg [Accessed: 21.02.2012] Source: http://headlinenewsstories.com/wp-content/uploads/2010/06/india.jpg [Accessed: 21.02.2012] ? ? ?

Water Purification in Urban Areas 2. How Rapid Sand Filtration Can Optimise SSWM Water Purification in Urban Areas Source: http://www.govisitcostarica.com/images/photos/full-cano-negro-brown-river.jpg [Accessed: 21.02.2012] Source: http://sinkholes1.com/wp-content/uploads/2011/07/Old-Sink.jpg [Accessed: 21.02.2012] Source: http://headlinenewsstories.com/wp-content/uploads/2010/06/india.jpg [Accessed: 21.02.2012] Pre-Treatment Coagulation-Flocculation Rapid Sand Filtration Post-Treatment Chlorination

Types of Rapid Sand Filters 1/2 3. Design Principles Types of Rapid Sand Filters 1/2 1. Open Rapid Sand Filters (Gravity Filter) Source: http://img1.tradeget.com/suffuss/L191X41Q1rapidgravityfiltrationplant.jpg [Accessed: 21.02.2012] Source: TWT (n.y.)

Types of Rapid Sand Filters 2/2 3. Design Principles Types of Rapid Sand Filters 2/2 2. Closed Rapid Sand Filters (Pressure Filter) Source: http://i01.i.aliimg.com/img/pb/532/961/244/1272335696406_hz_myalibaba_web2_545.JPG [Accessed: 22.02.2012] Source: WHO (1996)

Efficiency versus Drinking-water Quality 4. Treatment Efficiency and Health Aspects Efficiency versus Drinking-water Quality Performance 4’000 – 12’000 litres per hour per m2 of surface (slow sand filter: 100 - 300 litres)  High rate, small land requirements Health Aspects Typical treatment performance of rapid sand filters if freshwater has been pre-treated with coagulation-flocculation Rapid sand filtration provides safe drinking-water only in combination with pre- and post-treatment measures Source: http://www.cs.iupui.edu/~momeredi/n399/bliss/images/intro_cheetah.jpg [Accessed: 21.02.2012] ? Adapted from: BRIKKE & BREDERO (2003), DEBOCH & FARIS (1999), SDWF (n.y.) and WHO (n.y.)

5. Construction and Operation & Maintenance Supervision of a competent engineer and skilled workers Many technical installations required NOTE: Construction of pre- and post-treatment facilities equally require complex working steps, expensive material and skilled workers. Construction Material Pumps (Reinforced-) concrete Pipes Valves Sand, Gravel Tools Source: http://www.schoolbuddy.de/underConstruction.gif [Accessed: 21.02.2012]

O&M of a Rapid Sand Filter 5. Construction and Operation & Maintenance O&M of a Rapid Sand Filter Cleaning of the filter-bed (backwashing) every 24 – 72 hours Backwashing water and sludge often toxic  Treatment required Skilled caretaker required Backwashing Water flow is reversed Filter-bed ‘fluidised’ Particles get washed out Source: http://water.me.vccs.edu/concepts/backwash.jpg [Accessed: 21.02.2012] Source: http://sos-arsenic.net/english/projectreport_images/image028.jpg [Accessed: 21.02.2012] Arsenic sludge from backwashing disposed untreated into Kumar River in Bangladesh

O&M of Pre- and Post-Treatment Facilities 5. Construction and Operation & Maintenance O&M of Pre- and Post-Treatment Facilities Highly skilled workers required for control and dosage of coagulants/ flocculats and disinfection with chlorine Source: http://www.thewatertreatments.com/wp-content/uploads/2009/01/waste-water-treatment-clariflocculator.jpg [Accessed: 21.02.201] Large flocculation tank in operation

Rapid Sand Filtration – a rather high-tech Solution 6. Applicability Rapid Sand Filtration – a rather high-tech Solution Prerequisites Availability of pre- and post-treatment facilities and material (e.g. chemicals for coagulation-flocculation, chlorine, water quality test-kits) Skilled supervision (both for construction and operation) Electricity Treatment facilities for backwashing water and sludge available Main areas Exclusively where land is a limiting factor and electricity, spare parts and skilled labour is available

Rapid Sand Filtration Put in a Nutshell 7. Advantages and Drawbacks Rapid Sand Filtration Put in a Nutshell Advantages: Very effective in removing turbidity / large particles (<0.1-1 NTU) High filter rate (4’000 – 12’000 litres per hour per m2) Small land requirements No limitation regarding initial turbidity level Cleaning time (backwashing) only takes several minutes Disadvantages: Not effective in removing bacteria, viruses, protozoa, fluoride, arsenic, salts, odour and organic matter (unless pre- and post-treated) High investment and operational costs Frequent cleaning required (every 24-72h) Skilled supervision essential Highly energy demanding Treatment of backwashing water and sludge necessary

8. References BRIKKE, F.; BREDERO, M. (2003): Linking Technology Choice with Operation and Maintenance in the Context of Community Water Supply and Sanitation. Geneva: World Health Organization (WHO). URL: http://www.who.int/water_sanitation_health/hygiene/om/linkingintro.pdf [Accessed: 06.02.3012]. DEBOCH, B.; FARRIS, K. (1999): Evaluation on the Efficiency of Rapid Sand Filtration. Addis Abada: 25th WECD Conference. SDWF (n.y.): Conventional Water Treatment: Coagulation and Filtration. Saskatoon: Safe Drinking Water Foundation (SDWF). URL: http://www.safewater.org/PDFS/knowthefacts/conventionalwaterfiltration.pdf [Accessed: 15.02.2011]. TWT (n.y.): Components of an Open Rapid Sand Filter. Unknown Location: The Water Treatments (TWT). URL: http://www.thewatertreatments.com/wp-content/uploads/2009/01/components-rapid-sand-filters5.jpg [Accessed: 21.02.2012].    WHO (n.y.): Chapter 12: Water Treatment. In: WHO: Seminar Pack for Drinking-water Quality, Water Sanitation and Health (WSH). Geneva: World Health Organization (WHO). URL: http://www.who.int/water_sanitation_health/dwq/S12.pdf [Accessed: 07.02.2012]. WHO (1996): Rapid Sand Filtration. (= Fact Sheets on Environmental Sanitation, No. 2.14). Geneva: World Health Organization (WHO) URL: http://www.who.int/water_sanitation_health/hygiene/emergencies/fs2_14.pdf [Accessed: 15.02.2012].

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