RP-01638
RP-01638
RP-01638
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Table 2. Well construction and rehabilitation<br />
targets for the Ministry of Public Works (MPW)<br />
and the Rural Waterworks Development<br />
Corporation (RWDC).<br />
Year<br />
Shallow<br />
wells<br />
Deep<br />
wells<br />
Rehabilitation<br />
1980 10000 1691 1274<br />
1981 13000 5000 2000<br />
1982 45000 13000 2500<br />
1983 40000 14000 2500<br />
1984 41000 15000 2500<br />
1985 16000 15000 2500<br />
1986-1990 4000 23800 12500<br />
Source: Government of Philippines. 1980. Integrated<br />
water supply program, 1980-2000; and RWDC - The<br />
Philippines rural water supply program.<br />
the country will have approximately 200 000<br />
shallow wells and 110 000 deep wells. If all the<br />
shallow wells and 70% of the deep wells are<br />
located in the rural areas, each shallow well<br />
will be used by about 17 households and each<br />
deep well will cater to about 50 households.<br />
Thus, for a target of one shallow well for<br />
every five households, there will be a need for<br />
an additional 480 000 shallow wells by 1990.<br />
Malaysia<br />
After extensive laboratory investigations,<br />
nine suction, two pressure-suction, one<br />
pressure-lift, and five lift pumps were<br />
fabricated and installed in two rural areas -<br />
Kuala Pilah and Ipoh. These pumps have been<br />
field tested for over 1 year, and no major<br />
problems have been encountered so far. All<br />
of them are still functioning, and from preliminary<br />
observations, it appears that the<br />
villagers are satisfied with their performance.<br />
The major distinctive features of these pumps<br />
include: a PVC cylinder fitted with a sliding<br />
PVC piston and a stationary, but removable,<br />
PVC foot valve; and a leverage system consisting<br />
of timber linkages and galvanized iront<br />
oil-impregnated timber bearings.<br />
These PVC handpumps were installed in<br />
existing wells that had handpumps that were<br />
condemned from further use. The wells<br />
averaged 30 feet (9 m) deep and the water<br />
depth was usually 10-23 feet (3-7 m) below<br />
the ground. Each handpump served a cluster<br />
of four to five households. The pressuresuction<br />
and pressure-lift pumps, however,<br />
had individual household connections to each<br />
of the four or five households. Thus, every<br />
user could pump the water directly into a<br />
water tank installed at their own house.<br />
Economic analysis<br />
A financial analysis was conducted to<br />
compare the cost of the PVC pump (both<br />
experimental cost and projected production<br />
cost) with the cost of the two existing pumps<br />
(Gibson and Fuji).<br />
The results of this analysis showed that the<br />
present worth and equivalent cost of the PVC<br />
pump were lower than the existing pumps<br />
(Table 3). This difference was especially significant<br />
when the cost of the PVC production<br />
model was compared with the cost of the<br />
existing handpumps. Using the presentworth<br />
and annual-equivalent-cost concepts,<br />
the cost of the PVC production model was<br />
Table 3. Summary of various measures of pump<br />
cost (US$).<br />
Type of Capital Present Annual<br />
pump cost worth equivalent cost<br />
Gibson 31 148.11 79.74<br />
Fuji 61 155.48 28.40<br />
IDRC<br />
Experimental 134 145.72 27.33<br />
Production 74 85.72 15.99<br />
Note: The analysis for present worth and annual<br />
equivalent cost is based on the format prepared by<br />
J. Majumdar and discussed at the mid-project meeting in<br />
August 1980 (Goh 1980).<br />
Table 4. Basic information on handpumps (1980<br />
constant dollars).<br />
IDRC models'<br />
Experi- Produc-<br />
Item Gibson Fuji mental tion<br />
Installation cost°<br />
Material 85 85 85 85<br />
Labour 49 49 49 49<br />
Transport cost` 1 1 1 1<br />
Pump and coupling 30 60 133 73<br />
Installed capital cost 31 61 134 74<br />
Annual repair cost' 9 9 2 2<br />
Period of operation<br />
(years) 0.5-2.5 3-5 7-9 7-9<br />
Economic life (years) 2 4 8 8<br />
Rate of discount (%) 10 10 10 10<br />
Salvage value at end<br />
of year 0 0 0 o<br />
'A breakdown of the major cost components of both<br />
models is given in Table 5.<br />
'For a 30-foot (9-m) well, the costs are: auger, $18; labour<br />
(14 days at $3.50 per day), $49; cernent, $10; and casing<br />
and pipe, $57. These costs are the saure for all pumps.<br />
`Assuming a distance of 62 miles (100 km) from port and<br />
that the pumps are transported in bulk. The total fixed<br />
costs, including installation, are: Gibson, $165; Fuji, $195;<br />
IDRC experimental, $268; and IDRC production, $208.<br />
'Repair cost is for parts only. Assumed that labour is provided<br />
by either the user or the government.<br />
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