Director,
T.E.(Terry)
Manning,
Schoener 50,
1771 ED
Wieringerwerf,
The Netherlands.
Tel:
0031-227-604128
Homepage:
http://www.flowman.nl
E-mail:
(nameatendofline)@xs4all.nl : bakensverzet
and
"Money is not
the key that opens the gates of the market but the bolt that bars them"
Gesell, Silvio The
Natural Economic Order
Revised English edition,
Peter Owen,
“Poverty is created scarcity”
Wahu Kaara, point 8 of the Global Call to Action Against Poverty, 58th
annual NGO Conference, United Nations,
Present drinking water structures in the project
area. This project will be decentralised. About 66 large diameter wells and boreholes will be
dug using local labour, construction methods and materials supplied under the
local LETS systems.
About 6-9 solar submersible horizontal axis piston pumps
or equivalent technology will be installed in each well. Each of the pumps will
supply water to a dedicated water tank serving a local community. The well is
the hub of the supply system. The water pipelines radiating from it are its
spokes.
Schools will each
receive one dedicated tank. Clinics, for further safety, will be served by two
tanks each with its own pump.
Each well will be
equipped with spring rebound inertia
hand-pumps or alternative hydraulic hand pumps as back-up. The hand-pumps
will provide water during unusually long periods of bad weather.
Where culturally
appropriate, there will be a communal washing area near each well so that women
used to doing their washing in groups can continue to do so.
The backup hand-pumps
may also be used to service the washing areas and in cases of emergency.
The water supply is
based on a water consumption of
Each tank will
supply 200-300 people. The capacity
required to give
For possible technical solutions for the drinking
water distribution system refer to:
DRAWING OF
WATER SYSTEM STRUCTURES.
DRAWING OF TYPICAL WATER TANK AREA.
Usually just one Moraisian workshop will be held in
a given project area.
Indicative participation
The Moraisian trainers
A member of the project coordination team
General Consultant
The consultant for gypsum composites
At least one representative of the ONG Project New Horizons for Kiogoro
Representative of the Health Ministry
Representative of the Rural Development ministry
At least 5 observers (possible coordinators for future projects)
66 persons indicated by the tank commissions interested in the systematic
maintenance of the structures
297 persons indicated by the tank commissions, interested in drilling
boreholes, drilling wells and building the associated civil and associated
works
Duration of the workshop: about four weeks.
The Workshop will be expected to produce the
following structures:
a) A coordination structure
- definition of the social form
- statutes
- rules
- professional and administrative structures
- financial aspects including payments
- relations with the local money LETS systems
b) Analysis of requirements
c) Hydrogeological research
d) Preparation of maps showing:
- sites of boreholes and wells
- tank sites
- feed-pipe installation lines
e) Specifications
- Work bases/depots
- Boreholes/wells
- Solar pumps
- Hand pumps
- Washing areas
- Solar panels
- Panel supports
- Borehole/well surroundings
- Laying of pipelines
- Installation tanks
- Eventual installation of UV purification units
- Training of well commissions
- Training of tank commission
f) Permits
g) The civil works
- Base for storage of equipment and materials
- Formation of teams
- Planning of works
- Logistics
- Equipment and materials
h) Installation of the structures
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PROJECT FEATURES |
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03.00 Project background |
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05.10 Social structures |
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05.40 Service structures |
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05.42
Sanitation structures, including organic and inorganic waste recycling structures |
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06.00 Phases of project execution. |
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The distributed drinking water
supply structures are the structures which need the largest formal money
capital investments. They will defined by the people themselves during a capacitation workshop following the
formation of most of the other structures planned. The following general indications
are therefore subject to changes, some of them important, from one project
application to another. The following
information should, however, give a fair idea of the size and nature of project applications.
See drawings:
PROJECT STRUCTURES
TANK COMMISSIONS – THE KEY STRUCTURES
WELL COMMISSIONS
DRAWING OF DRINKING WATER SUPPLY STRUCTURES
DRAWING OF A DRINKING WATER TANK INSTALLATION AREA
DRAWING OF COMPLETE WASTE
RECYCLING STRUCTURE
List of villages and drinking water supply
requirements
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1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
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Sublocations |
Inhabitants |
m3/day |
New wells boreholes |
Existing wells and boreholes to be upgraded |
Solar pumps |
Hand pumps |
PV panels Watts installed |
Schools Clinics Markets Pumps |
PV panels Watts installed |
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01.0 Nyaguta |
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1600 |
40 |
1 |
0 |
7 |
3 |
2100 |
1 |
300 |
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2194 |
60 |
2 |
0 |
10 |
6 |
3000 |
2 |
600 |
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1455 |
40 |
1 |
0 |
6 |
3 |
1800 |
2 |
600 |
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(5249) |
(140) |
(4) |
(0) |
(23) |
(12) |
(6900) |
(5) |
(1500) |
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02.0 Matunwa |
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1100 |
35 |
1 |
0 |
5 |
3 |
1500 |
2 |
600 |
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1081 |
30 |
1 |
0 |
4 |
3 |
1200 |
0 |
0 |
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(2181) |
(65) |
(2) |
(0) |
(9) |
(6) |
(2700) |
(2) |
(600) |
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03.0 Boronyi |
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2700 |
70 |
2 |
0 |
10 |
6 |
3000 |
2 |
600 |
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1350 |
35 |
1 |
0 |
6 |
3 |
1800 |
1 |
300 |
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1409 |
40 |
1 |
0 |
5 |
3 |
1500 |
3 |
900 |
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(5459) |
(145) |
(4) |
(0) |
(21) |
(12) |
(6300) |
(6) |
(1800) |
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04.0 Masongo |
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2500 |
65 |
2 |
0 |
11 |
6 |
3300 |
1 |
300 |
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874 |
25 |
1 |
0 |
4 |
3 |
1200 |
4 |
1200 |
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2100 |
55 |
1 |
0 |
8 |
3 |
2400 |
0 |
0 |
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1812 |
50 |
1 |
0 |
7 |
3 |
2100 |
1 |
300 |
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1200 |
35 |
1 |
0 |
5 |
3 |
1500 |
1 |
300 |
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1100 |
30 |
1 |
0 |
4 |
3 |
1200 |
2 |
600 |
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(9586) |
(260) |
(7) |
(0) |
(39) |
(21) |
(11700) |
(9) |
(2700) |
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05.0 Kegati |
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917 |
30 |
1 |
0 |
3 |
3 |
900 |
2 |
600 |
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2000 |
55 |
2 |
0 |
8 |
6 |
2400 |
2 |
600 |
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860 |
25 |
1 |
0 |
3 |
3 |
900 |
0 |
0 |
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1350 |
40 |
1 |
0 |
5 |
3 |
1500 |
2 |
600 |
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900 |
25 |
1 |
0 |
3 |
3 |
900 |
0 |
0 |
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(6027) |
(175) |
(6) |
(0) |
(22) |
(18) |
(6600) |
(6) |
(1800) |
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06.0 Nyamemiso |
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820 |
30 |
1 |
0 |
2 |
3 |
600 |
3 |
900 |
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1800 |
45 |
2 |
0 |
6 |
6 |
1800 |
0 |
0 |
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1200 |
35 |
1 |
0 |
5 |
3 |
1500 |
1 |
300 |
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(3820) |
(110) |
(4) |
(0) |
(13) |
(12) |
(3900) |
(4) |
(1200) |
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07.0 Nyanguru |
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3000 |
85 |
2 |
0 |
12 |
6 |
3600 |
2 |
600 |
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1116 |
30 |
1 |
0 |
4 |
3 |
1200 |
2 |
600 |
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1200 |
30 |
1 |
0 |
4 |
3 |
1200 |
0 |
0 |
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2700 |
75 |
2 |
0 |
10 |
6 |
3000 |
4 |
1200 |
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(8016) |
(220) |
(6) |
(0) |
(30) |
(18) |
(9000) |
(8) |
(2400) |
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08.0 Bobaracho |
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489 |
15 |
1 |
0 |
2 |
1 |
600 |
0 |
0 |
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3000 |
80 |
2 |
0 |
12 |
6 |
3600 |
2 |
600 |
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2000 |
50 |
1 |
0 |
8 |
3 |
2400 |
0 |
0 |
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1513 |
50 |
2 |
0 |
4 |
6 |
1200 |
6 |
1800 |
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670 |
20 |
1 |
0 |
2 |
3 |
600 |
0 |
0 |
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(7672) |
(215) |
(7) |
(0) |
(28) |
(19) |
(8400) |
(8) |
(2400) |
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09.0 Nyaura |
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1716 |
50 |
2 |
0 |
7 |
6 |
2100 |
7 |
2100 |
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2120 |
55 |
2 |
0 |
8 |
6 |
2400 |
2 |
600 |
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870 |
25 |
1 |
0 |
3 |
3 |
900 |
1 |
300 |
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450 |
15 |
1 |
0 |
2 |
3 |
600 |
1 |
300 |
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1650 |
45 |
1 |
0 |
7 |
3 |
2100 |
0 |
0 |
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3000 |
80 |
2 |
0 |
11 |
6 |
3300 |
1 |
300 |
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2500 |
65 |
2 |
0 |
8 |
6 |
2400 |
2 |
600 |
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520 |
15 |
1 |
0 |
2 |
3 |
600 |
0 |
0 |
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867 |
25 |
1 |
0 |
3 |
3 |
900 |
0 |
0 |
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(13693) |
(375) |
(13) |
(0) |
(51) |
(39) |
(15300) |
(14) |
(4200) |
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10.0 Nyanchwa |
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3000 |
85 |
2 |
0 |
10 |
6 |
3000 |
4 |
1200 |
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920 |
25 |
1 |
0 |
4 |
3 |
1200 |
0 |
0 |
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2299 |
60 |
2 |
0 |
10 |
6 |
3000 |
0 |
0 |
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1450 |
40 |
1 |
0 |
5 |
3 |
1500 |
1 |
300 |
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(7669) |
(210) |
(6) |
(0) |
(29) |
(18) |
(8700) |
(5) |
(1500) |
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11.0 Township |
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1402 |
40 |
1 |
0 |
6 |
3 |
1800 |
0 |
0 |
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680 |
20 |
1 |
0 |
2 |
3 |
600 |
1 |
300 |
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1320 |
35 |
1 |
0 |
5 |
5 |
1500 |
0 |
0 |
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2800 |
70 |
2 |
0 |
12 |
6 |
3600 |
0 |
0 |
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1880 |
50 |
1 |
0 |
6 |
3 |
1800 |
2 |
600 |
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318 |
10 |
1 |
0 |
1 |
3 |
300 |
1 |
300 |
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(8400) |
(225) |
(7) |
(0) |
(32) |
(23) |
(9600) |
(4) |
(1200) |
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Totals |
77772 |
2140 |
66 |
0 |
297 |
198 |
89100 |
71 |
21300 |
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Basic information for
drinking water supply (example):
Inhabitants : 77772
(assumed 80.000)
Boreholes/wells : 66
Approximately litres/day 2.140.000 (
Solar pumps installed : 368
Installed photovoltaic power : 110.4 KW
15 m3 water tanks :368
Back-up hand pumps : 198 being 66 triple sets.
Pipelines from boreholes to water tanks
(estimation) : 200000m.
Principles applied for placing drinking water
structures
Boreholes and wells and their equipment
Water points near family homes
Some budget items applicable to
the water supply structures
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