systems in some Southeast

Article Roof water collection systems in some Southeast Asian countries: status and water quality levels A Dr Appan Adhityan Appan BSc, BE (Hons),...
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Roof water collection systems in some Southeast Asian countries: status and water quality levels A Dr

Appan

Adhityan Appan

BSc, BE (Hons), DIC, MSC, PhD, FICE, FCIWEM, FIES, CEng,

EurIng School of Civil

&

Structural

Engineering Nanyang Technological University Nanyang Avenue Singapore 639798

Key words Contamination; roof water collection; Southeast Asia;

water

quality

Abstract There is extensive use of simple and inexpensive roof water collection systems in Southeast Asian countries. The collected runoff which flows off different types of roofs is affected not only by the inherent quality of the roofing material but also by the contamination of roofs by rodents, birds, etc. Consequently, bacteriological quality levels are excessive though the collected rainwater is still used extensively for potable

some

purposes. From samples collected in most locations, there were positive Total and Faecal Coliform counts though, in terms of physico-chemical parameters, roof water appears to be of a higher quality. Various causes have been attributed to the frequent presence of Faecal Coliform but, mostly, pollution is of animal origin as the Faecal Coliform/Faecal Streptococci ratio is less than unity. It is proposed that the collected roof water be boiled, disinfected with household bleach or be subjected to radiation from sunlight which appears to have good potential to be an effective bactericide. It is recommended that simple testing methods be developed and health education imparted to the various aspects of utilising roof water collection systems.

Introduction Roof water collection

its origin to as long ago as 2000 BC in the Middle East (Reid, 1982). In essence, it involves the tapping of all the rainwater running off roofs of structures, transporting the runoff through gutters to a storage tank and using the water primarily for domestic purposes. The primary input in such roof water collection systems (RWCS) is rainfall. In the past the quality of rainfall had not always

been

can trace

until about a decade ago noted that acid rain was

questioned

when it

was

becoming

a

reality

in in

some

developed developing

countries. However, countries rainwater quality appears to be one of the purest in nature though the quality of the water which has been most

collected off roofs can be affected detrimentally. The main objectives of this paper are to briefly discuss the existing water quality, draw conclusions and make some recommendations for maintaining good RWCS practice.

Status of RWCS in Southeast Asia The types of RWCS being adopted at present are largely dependent on the location of the country, the available rainfall, the traditional methods of using rainwater and a host of other socio-cultural and economic

factors. Thailand Thailand has annum.

rainfall of 1,150 mm per Clay jars have been used a

319

traditionally

to

collect rainwater

as

Table 1

bamboo reinforced tanks, reinforced concrete tanks and quite a few ferro-cement tanks have been built in the Khon Kaen area which has a much lower rainfall (Vadhanavikkit, 1983). In most of these systems, the collected water is not disinfected. One of the few precautions taken to safeguard the quality of water appears to be diversion of first flushes. well

as

WHO Guidelines for

Drinking Water (1984)

Indonesia The collection of rainwater for domestic purposes has been prevalent for several centuries. A systematic approach to building cisterns was pursued in 1978 using different materials such as brick, bamboo, and

finally ferro-cement. The RWCS were containers in which roof water was collected but the water had no specific treatment or long-term maintenance and operation programmes. In some collection

tanks, fish were being reared mosquito breeding.

to

prevent

T’he

Philippines

Rainwater collection has been practised for a long time particularly in the rural areas using receptacles of

brick,

cement,

earth, heavy plastic

or

I

E

*

Note: All

units, except pH,

in

galvanised iron. The first attempt at systematically propagating 30 units of RWCS was undertaken in the Province of Capiz. Construction of such tanks was progressively extended to a further 540 units in the same region (Lee and Appan, 1991).

Singapore

affected

largely by quantity and quality of rainfall, roofing material,

There is abundant rainfall of about 2,500 mm and the country is wellsupplied with drinking water although 40% of the water is

type and condition of gutters, type and location of storage containers and mode of collection. Collected roof water is mainly used for potable

from Malaysia. Feasibility studies have been carried out in urban high-rise buildings for dual-mode supply systems using rainwater for

purposes.

(Appan et al, 1987). In addition, existing systems using rainwater exist for washing of quarry sand (Appan, 1991) and for fire-

As most of these countries do not have well-defined standards for drinking water, the World Health Organization (WHO) Guideline (1984) values have been used (see Table 1) for comparison purposes. Bacteriological parameters such as Faecal Coliform (F Coli) and Total

imported

Malaysia Having an abundant annual rainfall of 2,420 mm and relatively good conventional large-scale water supply systems, the activity on RWCS has been very limited. However, in rural areas water has been collected in jars, tubs, etc from very early times. Experimentation on the use of RWCS commenced in East Malaysia in 19711 and by 1982 about 2,700 tanks were built in Sarawak and Sabah and a few tanks constructed in Perlis and Kedah in West Malaysia (Appan, 1983).

320

unless stated otherwise

mg/L

non-potable

uses

fighting and toilet flushing, airport (Appan et al, 1995).

etc

in

an

Collected roof water quality Major factors affecting water quality The water quality in cisterns will be

Criteria

for comparing

water

quality

Coliform (T Coli) well

as

were

Faecal

Streptococci (FC/FS)

determined

as

Coliform/Faecal ratios have been

Table 2

Roof water

quality - Thailand (1)

determined. These FC/FS ratios have been shown (Duktar, 1977) to indicate whether the sources of pollution are of human (FC/FS> 1 to 4) or animal (FC/FS < 1 ) origin. Water quality in Southeast Asian RWCS

Thailand In

a

study covering the whole country,

1,292 samples

were

collected

over a

period of four years mainly from clay jars which are used in abundance (Nantana, 1987). The results

*

Note: Values are % of total

samples

Table 3

Roof water

quality - Thailand (1I)

Table 4

Roof water

quality (averages) - Malaysia

are

shown in Table 2. In terms of physicochemical parameters, more than 83% of the samples were satisfactory except for about 40% of the samples exceeding the allowable limits of lead. In terms of Coli, more than about 76% of the samples had values exceeding the WHO Guideline standards. In another series of bacteriological tests conducted in three locations in Khon Kaen (Wanpen, 1992), 709 water samples were collected from tiled roofs and gutters, containers located in homes, jars, and the point of consumption. A summary of the results is shown in Table 3. In terms of the three Coli groups, only 10% to 67% of the samples were within the WHO Guideline values. Samples other than those collected from the container showed that, due to an FC/FS ratio of less than one, 79% to 82% of the contamination could have emanated from animal droppings. In the same study, only manganese (in 2% to 20% of the samples) and zinc (in 4% to 26% of samples) did not meet the Guideline levels.

Indonesia

Although RWCS seem to have been practiced with extensive experimentation using different types of materials, there is practically no available information on the quality

*

Note: Parameter

measurements are

mg/L unless otherwise stated

of collected water. It has been observed that some measures such as fish rearing within the tanks have been practised so as to keep the water clean.

321

Roof water

Table 5

of T Coli and F Coli

counts. In the FC/FS ratios indicated that the source of the pollution was largely of animal origin such as the droppings of birds, rodents, etc. The few cases of human contamination can be attributed to poor handling practices. There is evidence that bacteriological contamination terms

addition,

quality - Singapore

(salmonella aechevalata), presumably from animal

droppings, has led to gastrointestinal problems (Koplan et al, 1976). It has also been well-established that animals and birds, both domestic and wild, are frequent carriers of salmonella (Quevado et al, 1973; Osborne, 1976). The presence of different species of salmonella in roof water has also been reported by Philippines Discussion and conclusions many researchers (Wanpen, 1987; In a study spread over a period of one and Fuj ioka et al, 1991). Hence, with the Sampling testing year in three villages in the Province It is evident that available data on frequent presence of F Coli and of Capiz involving 25 ferro-cement water collected from cisterns in the particularly salmonella, there is the T’he

tanks,

it

shown that

not less than T Coli had samples the WHO Guideline values

24% of the

region are grossly inadequate. There is no systematic collection and testing

exceeding

which is

was

(Personal Communication, 1986). z

Malaysia The quality

of rainwater and roof runoff has been monitored and 72 samples were collected from two types of roofs in West Malaysia (Yaziz et al, 1989) (see Table 4). The range of turbidity, lead and F Coli values far exceeded the WHO Guideline values. The pH value of rainwater also has a tendency to lie towards the lower range of the Guideline values.

Singapore Roof

monitored from a high-rise building in the Nanyang Technological University for six years from May 1989 and the range of mean values is shown in Table 5. The values appear to be acceptable in all the water

was

physio-chemical parameters except pH which is quite low. T Coli and F Coli values also exceed the Guideline values. Earlier field investigations have also shown that, during January 1974 to July 1983, the range of pH in 11 monitoring stations distributed throughout Singapore was 4.8 to 5.5

integral part of good water quality management practice. It is suggested that wherever RWCS have been established, or are being planned to be established, the sampling programme should be an integral part of the whole project and water quality an

should be monitored basis.

on

a

routine

Physico-chemical parameters Generally, collected water appears to exhibit quality levels that are comparable to the WHO Guideline values and it is understandable as to why, in most cases, rural folk prefer rainwater over river water for drinking purposes. The pH range is on the acidic side in Malaysia and more so in Singapore where it could reflect the level of industrial activity at the sampling locations. In both Thailand and Malaysia the high lead values can be attributed to the roofing material and hence care should be taken to avoid the use of unsuitable roofing material.

Bacteriological parameters There were quite a few samples which



(Tan, 1984). 322

,

exceeded WHO Guideline values in

need

to research its impact on human systems. As infectious doses of most salmonella species have to be greater than 1,000 (Fujioka, 1993), there is the need to develop simple and inexpensive methods of identifying salmonella during routine sampling.

Disinfection Currently it

appears that quality control is limited in very few cases to diverting of first flushes and rearing of fish within the container. Boiling, despite its limitations, is the easiest and surest way to achieve disinfection, but there is a reluctance to accept this practice as taste is affected. Alternatively, simple methods of adding any one of the halogen compounds could be practiced. Chlorine, in the form of household bleach, has been successfully applied to collected roof water, retaining a residual level of 0.2 mg/L (Krishna, 1991). Such applications would call for action by the individual owners of RWCS in which case the periodic addition of household bleach could be recommended. The cheapest UV system could still be prohibitive in many developing countries. It is also recommended that, as most of the countries in the region have an

abundant amount of sunlight, research be undertaken to study the possibility of using solar radiation as T Coli, F Coli and Faecal Streptococci have effectively been removed when exposed to sunlight in Honolulu (Fujioka and Chinn, 19 8 7 ) and Thailand (Wanpen,

1992). Health education A basic difference between conventional large water supply systems and RWCS is the fact that the onus of treatment and disinfection is transferred from the central water authority to the individual householder

(Appan, 1984).

erable effort has the individual

fection.

to

Hence consid-

be put

to

to

convey the need for disinmethods should be

users

Simple proposed, implementation

overseen

and results monitored. Roof water which is generally of a higher order quality level than that of surface runoff is readily imbibed although it is apparent that bacteriological contamination could render it below the allowable level for drinking. Such information should be systematically conveyed to the users and good collection practices introduced. The roofs, gutters, pipes and cisterns should be frequently inspected. All these measures should form the basis of an integrated health education programme that should go hand in hand with the RWCS building

project. Water

quality study Currently most of the information on water quality appears to be carried out on an ad hoc basis, data is limited and the results not applicable to all locations. A systematic study should be undertaken on a national or regionalI basiss taking into consideration rainfall patterns, types of roofing materials, rain and roof water

qualities, guttering

systems, materials used for storage tanks, maintenance practices, sequence and

frequency of collection, testing schedules and any other salient factors

specific

to

the country

or

region.

Standards for roof water quality With quality levels of drinking water being progressively upgraded and made more stringent in developing countries, it would be prudent to lower the acceptable level of bacteriological quality of roof water, unless it can be established that roof water that is contaminated only with animal faeces only can adhere to a different set of standardss based on research as outlined earlier.

J Hyg Camb; 81,

KRISHNA H (1991). Improving cistern

303water

quality. Proceedings of the 5th International Conference on RWCS, Keelung, Taiwan, 4-10 August LEE K W and APPAN A (1991). Proposal for disseminating ferro-cement rainwater tank technology in the Province of Capiz, The

Philippines. Proceedings of the 5th International on RWCS, Keelung, Taiwan, 4-10 August

Conference

NANTANA, water

quality

SANTATIWUT (1987). Rain in Thailand (supplementary

paper). Proceedings of the 5th International Conference on RWCS, Khon Kaen, Thailand,

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