THE HISTORICAL DEVELOPMENT OF LUSAKA –
A POSSIBLE CAUSE FOR CURRENT & FUTURE GROUNDWATER MANAGEMENT PROBLEMS
D.C.W. NKHUWA (PhD), SCHOOL OF MINES
INTRODUCTION INTRODUCTION
Selected after careful
consideration of a number of alternative locations--
Chilanga, Broken Hill, and some Copperbelt towns Chilanga, Broken Hill, and some Copperbelt towns
Chosen partly to (i) avoid domination by mining
cos., & (ii) because of its central location @
intersection of main route
Lusaka was:
Inaugurated new capital city of NR on Friday, 31 May 1935.
PRESENTATION OUTLINE PRESENTATION OUTLINE
Nature of bedrock underlying the city
Initial city layout plans
Evolution of the city & loss of a vision
Some current Public Health issues
Recommendations
NATURE OF BEDROCK UNDERLYING LUSAKA
Schists
Quartzites Marbles
City
Nature of Bedrock underlying Lusaka - Solution Features
Nature of Bedrock underlying Lusaka - Solution Features
Subterranean channels
Nature of Bedrock underlying Lusaka - Solution Features
LOGS OF SOME BOREHOLES IN LUSAKA
INITIAL LAYOUT OF THE CITY
Schist ridge considered favourable construction for
purposes
To maintain Lusaka as a garden city, design Plan of 1950 detailed Lusaka to accommodate a total
population of 125,000 within 25 years
-100,000 Africans, and -25,000 Europeans
Initial Layout of the city (contd.)
Initial Layout of the city – population growth HOWEVER…...,
196000
536000
769000
1200000
0 200000 400000 600000 800000 1000000 1200000
1964 1980 1990 2000
EVOLUTION OF THE CITY & LOSS OF A VISION EVOLUTION OF THE CITY & LOSS OF A VISION
Lusaka in 1951 Lusaka in 1965
Evolution of the city & loss of a vision
Evolution of the city & loss of a vision (contd.)(contd.)
Evolution of the city & loss of a vision (contd.)
Evolution of the city & loss of a vision (contd.)
Lusaka in 2002
Consequently, city has had difficulties to:
Evolution of the city & loss of a vision (contd.)
Cope with a high rate of population increase….
Formulate an adequate and elaborate strategy for water supply &
management of liquid and solid wastes.
•Exploitation of Groundwater
200 litres per capita consumption per
day
⇒ 240,000 m3/d
Î Unregulated drilling of boreholes and excessive abstraction of groundwater from
the aquifer
Official supply only 200,000 m3/d
196000
536000
769000
1200000
0 200000 400000 600000 800000 1000000 1200000
1964 1980 1990 2000
Evolution of the city & loss of a vision (contd.)
Evolution of the city & loss of a vision (contd.)
-20 -15 -10 -5 0
150 200 250
Av.Rainfall LH-Rd Shaft 5/2
Monthly R
low ground surface (m)
M o n t h s
Consequently, Consequently,
Cost of pumping may increase to such levels that the poor may not readily
afford water charges
Waterborne
25% Pit latrines
55%
Septic tanks 20%
Evolution of the city & loss of a vision – LIQUID WASTE DISPOSAL
The 55% serviced by pit latrines
The 55% serviced by pit latrines -- live in highlive in high--density density residential townships, in areas, where the water table is residential townships, in areas, where the water table is
very close to surface.
very close to surface.
Evolution of the city & loss of a vision
High-density settlement of Misisi
Evolution of the city & loss of a vision
Evolution of the city & loss of a vision
Shallow
Pit latrine
Evolution of the city & loss of a vision – LIQUID WASTE DISPOSAL - 4
Toilet
Well Toilet
Well Toilet
Well
Evolution of the city & loss of a vision – LIQUID WASTE DISPOSAL - 5
MISISI
Quarry
Evolution of the city & loss of a vision – LIQUID WASTE DISPOSAL - 6
3000 5300
52 28
20 16
659 610
S/Well
11000 14000
115 103
6.2 40
656 1056
S/Well
12 48
65 77
9.8 16
773 1120
B/H
40 92
42 110
10.3 18
460 1371
S/Well
1 9
45 44
10.4 -
547 679
B/H
90 150
61 80
2.1 16
442 1063
S/Well
60 100
33 81
2.9 19
387 1177
S/Well
20 35
75 6
7 12
478 1446
S/Well
0 7
90 79
8.4 4
787 1401
B/H
3 18
125 7
13.3 10
846 1236
B/H
240 285
55 84
28.7 17
468 1228
S/Well
180 220
95 144
11.8 18
724 1686
S/Well
195 280
97 125
14 24
654 1489
S/Well
FC2 TC2
C-2 Cl1
N2 N1
Cond2 Cond1
ID
[WATER QUALITY VALUES (N0vember 2003 & February 2004)]
Evolution of the city & loss of a vision – LIQUID WASTE DISPOSAL - 7
Annual cholera figures for Misisi and John Laing (1996 – 2004)
CASES OF CHOLERA YEAR
MISISI JOHN LAING
TOTAL CASES IN THE CITY OF
LUSAKA
1996 109 28 2,469 1997 140 26 2,492
1998 0 0 0
1999 - - 6,485
2000 0 0 0
RECOMMENDATIONS
Current land use practices and type of geologic setting render most forms of aquifer protection unworkable.
Further, economics and inadequate public awareness programmes may make it very difficult to force changes in land use practices in pursuit of aquifer-wide protection strategies.
RECOMMENDATIONS Therefore:
NEDD FOR AWARENESS CAMPAIGN @ ALL LEVELS.
Deep boreholes for water supplies as short- term measure.
Establish monitoring networks to include entire aquifer for timely interventions