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only the costs of the piston and cylinder are<br />

given because the length of the riser pipe<br />

depends on well depth.<br />

The costs of DMR and ARD handpumps<br />

are based on mass-production, whereas the<br />

cost of the AIT-PVC system is based on a<br />

single order. Thus the cost of the AIT-PVC<br />

handpump could be reduced further if the<br />

pump were mass produced. The cost of the<br />

AIT-PVC handpump was 3100 Baht, whereas<br />

the DMR and ARD handpumps were 2800<br />

and 3200 Baht, respectively.<br />

Conclusion<br />

The performance of the Waterloo handpump<br />

was studied in detail under both field<br />

and laboratory conditions. Existing handpumps<br />

in Thailand were also reviewed and<br />

their performance under simulated conditions<br />

was assessed. After careful observation in<br />

the laboratory, the below-ground components<br />

of the Waterloo pump were modified and<br />

installed in 54 wells and monitored for<br />

15 months. Unlike the plastic handpumps<br />

that are available commercially and intended<br />

for use in shallow wells (2-5 m), the Waterloo<br />

handpump was found to be applicable up to a<br />

depth of 20 m. For deeper wells, a smaller<br />

diameter piston should be employed.<br />

Based on the field monitoring and laboratory<br />

test results, a modified version, called the<br />

AIT-PVC handpump, was designed. On a<br />

trial basis, three of these handpumps were<br />

installed in the field and their performance<br />

was observed over 6 months. These handpumps<br />

performed satisfactorily and were<br />

appreciated by the villagers. One advantage<br />

of this proposed handpump is the use of PVC<br />

riser pipe that simultaneously acts as the<br />

cylinder of the pumping unit.<br />

The field tests indicated that the Waterloo<br />

handpumps required some maintenance and<br />

repair. The weakest part of the pumping<br />

system was the foot valve, which often leaked<br />

in wells that contained sand particles in the<br />

water. However, the results cannot be fully<br />

evaluated because the frequency of pump<br />

usage was not included in the monitoring<br />

process.<br />

Source Documents<br />

ARD (Accelerated Rural Development Office).<br />

1980. Improvement of handpump design in Thailand.<br />

Bangkok, Thailand: Ministry of the Interior,<br />

ARD. Report published under the sponsorship of<br />

United Nations Children's Fund, Equipment<br />

Control Division.<br />

Kingham, J.A. 1979. Progress report on testing of<br />

IDRC prototype pumps. London, U.K.: Consumers'<br />

Association.<br />

NIDA (National Institute of Development Administration).<br />

1978. Evaluation on national rural<br />

water supply program. Bangkok, Thailand: NIDA.<br />

Research report under the joint sponsorship of<br />

the National Economic and Social Development<br />

Board and the United Nations Children's Fund.<br />

(In Thai.)<br />

Rudin, A. and Plumtree, A. 1978. Design for plastic<br />

hand pump and well. Waterloo, Ont., Canada:<br />

University of Waterloo. Report No. 3 (Project<br />

609-01-02).<br />

32

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