Managing
Managing the impact of irrigation on the the impact of irrigation on the Tosca
Tosca Molopo groundwater resource Molopo groundwater resource
Gawie van Dyk Gawie van Dyk
Department Water Affairs and Forestry Department Water Affairs and Forestry
Lower Vaal Management Area Lower Vaal Management Area
South Africa South Africa
Acknowledge Acknowledge All water users All water users
WUA Pilot Committee WUA Pilot Committee
DWAF Personnel
DWAF Personnel
The Lower Vaal WMA in South Africa
The Lower Vaal WMA in South Africa
Study area within the WMA
Study area within the WMA
Groundwater issues within the Groundwater issues within the
WMA WMA
• Groundwater utilisation of major importance in WMA - only source of water over much of WMA
• Mainly used for rural domestic supplies, stock watering, water supplies to several towns, but also for irrigation
• Total yield from groundwater more than double surface water resources
• Localised over-exploitation of groundwater due to excessive use for irrigation
• Concern about impacts of upstream farm dams and alien vegetation on yield from groundwater
• Major de-watering of groundwater aquifers for mining purposes at Sishen
• Need for better management of transborder ground-water aquifers shared by South Africa and Botswana
Physiograhy of the area Physiograhy of the area
Topography, drainage Topography, drainage
B o t s w a n a
M o l o p o r i v e r
D o r i n g
W i l d e b e e s h o r i n g
V a l s T l h a g a m e n g
V e r g e l e e
T o s c a
2 3 . 7 0 2 3 . 8 0 2 3 . 9 0 2 4 . 0 0 2 4 . 1 0 2 4 . 2 0 2 4 . 3 0 2 4 . 4 0 2 4 . 5 0
- 2 6 . 0 0 - 2 5 . 9 0 - 2 5 . 8 0 - 2 5 . 7 0
2 3. 7023 . 8 023 .9 02 4.0 02 4. 102 4. 202 4.3 024 . 4 0 - 26 . 0 0- 25 . 9 0 - 25 . 8 0 - 25 . 7 0
S t u d y a r e a
Climate and Precipitation Climate and Precipitation
Annual Precipitation at Pomfret
0 100 200 300 400 500 600 700 800
60/61 61/62 62/63 63/64 64/65 65/66 66/67 67/68 68/69 69/70 70/71 71/72 72/73 73/74 74/75 75/76 76/77 77/78 78/79 79/80 80/81 81/82 82/83 83/84 84/85 85/86 86/87 87/88 88/89 89/90 90/91 91/92 92/93 93/94 94/95 95/96 96/97 97/98 98/99 99/00 00/01 01/02 02/03
Hidrological Year
precipitation (mm)
JUN MAY APR MAR FEB JAN DEC NOV OCT SEP AUG JUL
The The
Molopo Molopo
river river
Dec Dec 2001 2001
Dec Dec
2004 2004
Land use and water use Land use and water use
Year 1990 1996 2000 2001 2002
Irrigation systems 2 22 32 40 45
Irrigation area (ha) 100 600 1182 1495 2000
Volume Irrigated (Mm
3/a) 0.77 4.6 9.1 11.1 18.9
#Stock watering (Mm
3/a) 0.5 0.5 0.5 0.5 0.5
Human consumption (Mm
3/a) 0.5 0.5 0.5 0.5 0.5
Total (Mm
3/a) 1.8 5.6 10.1 12.1 19
Geology Geology
2 3 . 7 0 2 3 . 8 0 2 3 . 9 0 2 4 . 0 0 2 4 . 1 0 2 4 . 2 0 2 4 . 3 0 2 4 . 4 0 2 4 . 5 0 - 2 6 . 0 0
- 2 5 . 9 0 - 2 5 . 8 0 - 2 5 . 7 0
V e r g e l e e
T o s c a
G 4 7 6 0 4 G 4 7 6 0 5G 4 7 6 0 6 G 4 7 6 0 7
G 4 7 6 0 8G 4 7 6 0 9 G 4 7 6 1 0
G 4 7 6 1 1 G 4 7 6 1 2
G 4 7 6 1 3 G 4 7 6 1 4
G 4 7 6 1 5
G r a n i t e Q u a r t z i t e D o l o m i t e
B a n d e d I r o n s t o n e K a l a h a r i s e d i m e n t s
L e g e n d
D o l e r i t e d y k e
R U 1
R U 2 R U 3
2 3 . 7 02 3 . 8 02 3 .9 02 4 . 0 02 4 . 1 02 4 .2 02 4 .3 02 4 . 4 0 - 2 6 . 0 0 - 2 5 . 9 0- 2 5 . 8 0 - 2 5 . 7 0
S t u d y a r e a
A
A '
B B '
C C
D
D '
YIELD FREQUENCIES OF BOREHOLES IN YIELD FREQUENCIES OF BOREHOLES IN
THE THE DOLOMITE DOLOMITE
(1324 BOREHOLES ANALYSED)
(1324 BOREHOLES ANALYSED) (888 dry boreholes ommitted (888 dry boreholes ommitted ) )
0 5 10 15 20 25 30 35 40 45 50
PERCENTAGE
0.0-0.1 0.1-0.5 0.5-2.0 2.0-5.0 >5.0
yield in l/s
Groundwater Quality Groundwater Quality
80 60 40 20 20 40 60 80
20 40
60
80 80
60 40
20 20
40 60
80
20 40 60 80
Ca Na HCO
3 Cl
Mg SO4
Recently recharged groundwater
Recharge Recharge
CMB method 0.2 to 28 mm/a of MAP harmonic mean =1.5mm/a.
0.1 to 7.3% of MAP harmonic mean of 0.4%.
Deuterium and oxygen 18
indicate immediate and delayed recharge to the aquifer in different areas of the aquifer
Carbon 14
confirm that preferred recharge in areas of the aquifer and probably along preferred pathways .
CRD and SVF methods
could not be applied with certainty due to the lack of sufficient water level data .
For GM purposes used
1.75% of MAP or 9.7 mm/ of MAP
Conceptual Model Conceptual Model
1 2 0 0 1 1 0 0
1 0 0 0
9 0 0 m
1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 k m
( 1 9 9 0 ) ( 2 0 0 1 ) ( 2 0 0 1 )
( 1 9 9 0 )
G 3 9 6 8 4 G 3 9 6 8 5 G 3 9 6 8 7 G 3 9 6 9 3
( 2 0 0 3 ) M o l o p o r i v e r
D o l o m i t e
K a l a h a r i s e d i m e n t s Q u a r r e e f o n t e i n
B I F G r a s s b a n k d y k e
Q u a r r e e f o n t e i n d y k e G 3 9 6 7 8 G 3 9 6 7 9 G 3 9 6 8 5 G 3 9 6 8 0 G 3 9 6 7 7
( 2 0 0 3 )
( 1 9 9 0 )
D o l o m i t e K a l a h a r i s e d i m e n t s
Q u a r t z i t e
G r a n i t e
S N S N S N
E W
B I F
B I F
D o l o m i t e Q u a r r e e f o n t e i n d y k e
( 1 9 9 0 ) ( 2 0 0 3 )
G 3 9 6 7 0 G 3 9 6 7 1 G 3 9 6 8 7 G 3 9 6 7 2
1 0 0 0
9 0 0 1 1 0 0
( 2 0 0 3 ) ( 1 9 9 0 )
T O 2 G 3 9 6 7 3 G 3 9 6 9 3
B I F
D o l o m i t e
Q u a r r e e f o n t e i n d y k e K a l a h a r i s e d i m e n t s
K a l a h a r i s e d i m e n t s
A A '
B B ' C C ' D D '
2 3 . 7 0 2 3 . 8 0 2 3 . 9 0 2 4 . 0 0 2 4 . 1 0 2 4 . 2 0 2 4 . 3 0 2 4 . 4 0 2 4 . 5 0
- 2 6 . 0 0 - 2 5 . 9 0 - 2 5 . 8 0 - 2 5 . 7 0
V e r g e l e e
T o s c a
G 4 7 6 0 4 G 4 7 6 0 5 G 4 7 6 0 6 G 4 7 6 0 7 G 4 7 6 0 8 G 4 7 6 0 9 G 4 7 6 1 0
G 4 7 6 1 1 G 4 7 6 1 2
G 4 7 6 1 3 G 4 7 6 1 4
G 4 7 6 1 5
G r a n i t e Q u a r t z i t e D o l o m i t e B a n d e d I r o n s t o n e K a l a h a r i s e d i m e n t s L e g e n d D o l e r i t e d y k e R U 1
R U 2 R U 3
23.7 0 23 .8023 .9024.0 0 24 .1024.2 024.3 0 24 .40
-26 .00-25 .90-25 .80-25 .70
S t u d y a r e a A
A '
B B '
C C
D D '
Spring at the Quarreefnt dyke
Spring at the Quarreefnt dyke
Aquifer parameters Aquifer parameters
Bore
hole Lat Long T-late [m2/d]
Est.
S-late Q (l/s/
24h)
Water strike (m)
Remark
G36669 25.882 24.113 6.30 0.002 1.02 36,45, 55,57
Carstic dolomite Layer 2
G39684 25.949 23.826 109.59 0.002 16.70 34-40 Carstic dolomite Layer 2
G39691 25.877 24.019 41.02 0.002 4.00 110 Carstic dolomite Layer 2
G39693 25.674 24.144 37.92 0.005 13.00 96,
157 Primary aquifer Layer 1 TO1 25.954 23.754 1000 0.002 22.00 Carstic dolomite Layer
2
TO3 25.949 23.756 790 0.002 28.00 Carstic dolomite Layer
2
Transmisivity and storativity in zones of layer 1.
T=17 S=0.005
T=27 S=0.005
T=9
S=0.005
T=9
S=0.005 T=20
S=0.005
T=17 S=0.005 T=37
S=0.005
T=10 S=0.005
Transmisivity and storativity in zones of layer 2.
T=10T=10 S=0.002 S=0.002
T=10T=10 S=0.002 S=0.002
T=10T=10 S=0.002 S=0.002
T=10T=10 S=0.002 S=0.002 T=10T=10
S=0.002 S=0.002
T=10T=10 S=0.002 S=0.002 T=10T=10
S=0.002 S=0.002
T=2T=2
S=0.002 S=0.002
Groundwater vs surface elevation Groundwater vs surface elevation
y = 1.691x - 799.95 R2 = 0.6913
y = 0.9889x - 55.694 R2 = 0.0508
950.00 1000.00 1050.00 1100.00 1150.00 1200.00
950 1000 1050 1100 1150 1200
Surface Elevation (mamsl) Water level elevation (mamsl) Apr-90
Aug-03
Linear (Apr-90) Linear (Aug-03)
Recharge to aquifer Recharge to aquifer
Zone 2
R=1.5% MAP
Zone 1 R=2% MAP 7.5 mm/a
Average
1.75 %/a MAP 9.7 mm/a MAP
Zone 3 R=0.5%
MAP 1.9 mm/a Zone 3
R=0.5% MAP 1.9 mm/a
Zone 2
R=1.5% MAP 5.6 mm/a
Zone 4 R=3% MAP 10.5 mm/a
Calibration transient
Calibration transient
Observed vs simulated hydrolic Observed vs simulated hydrolic
heads heads
1000 1020 1040 1060 1080 1100 1120 1140 1160
1000 1020 1040 1060 1080 1100 1120 1140 1160
Observed hydrolic heads (mamsl)
C a lc u la te d h y d ro li c h e a d s (m a m s l)
V e r g e l e e
T o s c a
2 3 . 7 0 2 3 . 8 0 2 3 . 9 0 2 4 . 0 0 2 4 . 1 0 2 4 . 2 0 2 4 . 3 0 2 4 . 4 0
T o s c a g r o u n d w a t e r l e v e l d i f f e r e n c e ( A p r i l 2 0 0 1 m b e l o w 1 9 9 0 l e v e l s )
- 2 6 . 1 0 - 2 6 . 0 0 - 2 5 . 9 0 - 2 5 . 8 0 - 2 5 . 7 0 - 2 5 . 6 0
- 6 0 - 5 0 - 4 0 - 3 0 - 2 0 - 1 0 0 1 0 2 0
V e r g e l e e
T o s c a
2 3 . 7 0 2 3 . 8 0 2 3 . 9 0 2 4 . 0 0 2 4 . 1 0 2 4 . 2 0 2 4 . 3 0 2 4 . 4 0
T o s c a w a t e r l e v e l d i f f e r e n c e ( A p r i l 2 0 0 2 m b e l o w 1 9 9 0 l e v e l s )
- 2 6 . 1 0 - 2 6 . 0 0 - 2 5 . 9 0 - 2 5 . 8 0 - 2 5 . 7 0 - 2 5 . 6 0
G 3 9 6 6 3 G 3 9 6 6 4 G 3 9 6 6 5
G 3 9 6 6 7 G 3 9 6 6 8
G 3 9 6 6 9G 3 9 6 7 0
G 3 9 6 7 2 G 3 9 6 7 3
G 3 9 6 7 4
G 3 9 6 7 8 G 3 9 6 7 9 G 3 9 6 8 1G 3 9 6 8 3 G 3 9 6 8 4
G 3 9 6 8 5
G 3 9 6 8 6 G 3 9 6 8 7
G 3 9 6 8 8 G 3 9 6 9 1 G 3 9 6 9 2
G 3 9 6 9 3
G 3 9 6 9 4 H K 2
B H 1 B H 2
F S 1FS 2 H T 1
A Y
N I 1
F S 1 F S 3 W G 2W G 1 J P 1
T O 1 N E 2
N E 1 N E 3
S D 2S D 4 I D 2 V L 1 V L 2 B N 2 B Y 3 H T 2
Q N 1QN 2
M K 1 G K 3
V E 1V E 2 H N 1
Q N 3 Q N 4 B M 1 B M 2 D N 1 D N 2E W 1 S T 1 E W 2 E W 4
S T 2 M D 1S R 2S R 1 K A 1K A 2 M D 2
J P 2 J P 3
G K 3
- 7 0 - 6 0 - 5 0 - 4 0 - 3 0 - 2 0 - 1 0 0 1 0 2 0
V e r g e l e e
T o s c a
- 2 6 . 0 0 - 2 5 . 9 0 - 2 5 . 8 0 - 2 5 . 7 0 - 2 5 . 6 0
1 0 7 1 . 6 1 0 6 9 . 3 6 1 0 7 9 . 0 9
1 1 0 8 . 7 4 1 1 1 1 . 4 2
1 0 4 8 . 5 8 1 0 5 7 . 8 9 1 0 0 3 . 9 5
1 0 3 2 . 0 6 1 0 0 9 . 4 1
1 0 2 4 . 1 6
1 1 2 8 . 5 9 1 0 9 9 . 5 3 1 0 8 8 . 3 6 1 1 5 5 . 0 7
1 0 3 9 . 7 8
1 0 8 9 . 5 1 0 2 1
1 0 8 9 . 8 6 1 0 9 2 . 3 2 1 0 7 1 . 5 1 1 0 7 1 . 6 3
9 8 6 . 9 6
1 0 7 1 . 6 2
1 0 8 5 . 9 41 0 8 5 . 9 1 0 2 8 . 8 5
1 0 4 4 . 2 7 1 0 8 3 . 9 4
1 0 1 9
1 0 6 8 . 4 8 1 1 0 5 . 7 2 1 0 8 0 . 4 9
1 0 1 7 . 7 5 9 8 0 . 9 8
1 0 4 5 . 5 31 0 5 0 . 3 91 0 1 9 . 7 1 1 0 3 2 . 5 5 1 0 3 9 . 2 1 1 0 4 1 . 0 71 0 3 7 . 8 3 1 0 4 4 . 4 5
1 0 9 6 . 4 2 1 0 3 5 . 7
1 1 6 0 . 7 6 1 0 5 3 . 1 5 1 1 0 7 . 4 9 8 3 . 9 2
1 0 0 2 . 9 2 9 6 9 . 8 3
9 9 7 . 6 4 1 0 0 31 0 0 6 .2 4 1 0 2 9 . 2 51 0 2 8 . 6 3 1 0 3 7 . 5 7
1 0 7 6 . 0 4
1 0 3 7 . 8 7 1 0 3 8 .7
1 1 6 8 . 7
9 9 7 . 1 5
1 0 9 7 . 5 1 1 0 9 5 . 8 7
1 0 4 0 . 8 7
1 1 5 2 . 1 1 1 1 5 2 . 2 2
1 0 6 6 . 2 41 0 0 3 . 2 4
1 0 1 2 . 4 7 1 0 1 3 . 8 6
1 0 1 2 . 2 1 1 0 1 1 . 3 4
- 6 0 - 5 0 - 4 0 - 3 0 - 2 0 - 1 0 0 1 0
T o s c a g r o u n d w a t e r l e v e l d i f f e r e n c e ( M a a r t 2 0 0 3 m b e l o w 1 9 9 0 w a t e r l e v e l s )
Observed
Observed Modelled Modelled
Scenario Prediction Scenario Prediction
Recharge (mm/a)
Abstracti on
Mm3/a
Water level reaction by 2014 (irt 1990 levels)
Management Decision
Scenario 1
0.4 - 1.5 winter 1.5 - 8.3 summer
16.1 Decline regionally 20 to 30 m Proximate to irrigation 60 to 110m declined
Not acceptable
Scenario 2
0.4 - 1.5 winter 1.5 - 8.3 summer
11.1 Decline regionally 10 to 20 m Proximate to irrigation 30 to 60m declined
Acceptable with strong abstraction control.
Scenario 3
0.2-1.2 winter 1.2-6.7 summer
11.1 Decline regionally 20 to 30 m Proximate to irrigation 60 to 110m declined
Acceptable with strong abstraction control.
Scenario 4
0.4 - 1.5 winter 1.5 - 8.3 summer
0 Full regional water level recovery Proximate to irrigation 10 m declined
Acceptable unconditionally
Water level reaction Water level reaction
Sen 1
Sen 1
Av recharge, high abstract Av recharge, high abstractSen 2 Sen 2
Av recharge, restricted abstract Av recharge, restricted abstractSen 3
Sen 3
Below Av recharge, restricted abstract Below Av recharge, restricted abstractSen 4 Sen 4
Av recharge, no abstraction Av recharge, no abstractionSurface Area Irrigated Surface Area Irrigated
Tosca abstraction 1994 to 2004
1303
188 2067
90
2001
90
1927
90
1799
90
1154
72
1078
42
788
0
706
0 134 0
500 1000 1500 2000 2500
03_04 2003 03_02 2002 02_01 2001 01_00 2000 00_99 1999 99_98 1998 98_97 1997 97_96 1996 96_95 1995 95_94
Year and season
surface area irrigation (ha)
Predicted water level contour Predicted water level contour
- 1 1 0 - 7 0 - 6 0 - 5 0 - 4 0 - 3 0 - 2 0 - 1 0 0 1 0 2 0 3 0 4 0 5 0
Senario 1 Senario 1
Winter 2009
Winter 2009 Winter 2009 Winter 2009
Senario 2 Senario 2
Winter 2013 Winter 2013 Winter 2013
Winter 2013
Predicted water level contour Predicted water level contour
- 1 1 0 - 7 0 - 6 0 - 5 0 - 4 0 - 3 0 - 2 0 - 1 0 0 1 0 2 0 3 0 4 0 5 0
Senario 3 Senario 3
Winter 2009
Winter 2009 Winter 2009 Winter 2009
Senario 4 Senario 4
Winter 2013 Winter 2013 Winter 2013
Winter 2013
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
91 92 93 94 95 96 97 98 99 00 01 02 03 04 05 06
waterlevel (mbs)
G39684 RU3 Distance from abstraction Recharge zone G39667 RU2 no abstraction Recharge zone
G39670 RU2 no abstraction Intermediate Zone
G39663 RU1 Distance from abstraction Intermediate zone
G39677 RU1 Distant from abstraction Intermediate zone
G39671 RU1 Distant from Abstraction Intermediate zone
G39685 RU1 Proximate to intensive abstraction Intermediate zone G39687 RU1 Distance from abstraction Intermediate zone
G39674 RU1 Proximate to abstraction Intermediate Zone
G39693 RU1 Distance from abstraction Discharge Zone G39673 RU1 proximate to
Water level reaction
Water level reaction
Competition for water
Competition for water
Carting water
Carting water
Risk based on water level decline Risk based on water level decline
V e r g e l e e
T o s c a
2 3 . 7 0 2 3 . 8 0 2 3 . 9 0 2 4 . 0 0 2 4 . 1 0 2 4 . 2 0 2 4 . 3 0 2 4 . 4 0 2 4 . 5 0
- 2 6 . 1 0 - 2 6 . 0 0 - 2 5 . 9 0 - 2 5 . 8 0 - 2 5 . 7 0 - 2 5 . 6 0
A r e a s n o t c l a s s i f i e d d u e t o l a c k o f i n f o r m a t i o n
L o w r i s k a r e a s
E x p e c t e d r e g i o n a l w a t e r l e v e l d e c l i n e l e s s t h a t 1 0 m W a t e r l e v e l d e c l i n e c o u l d b e i n c r e a s e d d u e t o l o c a l a b s t r a c t i o n
M o d e r a t e r i s k a r e a s E x p e c t e d r e g i o n a l w a t e r l e v e l d e c l i n e s u p t o 2 5 m
H i g h r i s k a r e a s
E x p e c t e d s e a s o n a l a n d r e g i o n a l w a t e r l e v e l d e c l i n e u p t o 5 0 m d u e t o p r o x i m i t y t o i r r i g a t i o n P o s s i b l e g r o u n d s u b s i d a n c e a n d s i n k h o l e f o r m a t i o n E x c e p t i o n a l H i g h r i s k a r e a s E x p e c t e d s e a s o n a l a n d r e g i o n a l w a t e r l e v e l d e c l i n e e x c e e d i n g 5 0 m d u e t o p r o x i m i t y t o i r r i g a t i o n P o s s i b l e g r o u n d s u b s i d a n c e a n d s i n k h o l e f o r m a t i o n
In f o r m a t io n f r o m t h e R e g is t r a t io n F ile r e V a l i d a t i o n P r o g r e s s R e p o r t u s in g
S a t e llit e im a g e r y A e r ia l P h o t o s R e p o r t s f r o m a r e a D e p a r t m e n t a l o f f ic ia ls E x is t in g r e c o r d s
N o t ic e t o u s e r t o a p p ly
f o r v e r if ic a t io n s e c 3 5 ( 1 ) A p p lic a t io n f o r m
R e t u r n d a t e E n t it le m e n t w ill la p s e if n o a p p lic a t io n r e c e iv e d
D e liv e r p e r s o n a lly o r r e g is t e r e d m a il
A d d it io n a l in f o r e q u ir e d S e c t i o n 3 5 ( 2 ) & ( 3 )
V A L ID A T IO N O F E X IS T IN G L A W F U L U S E IN T E R M S O F S E C T IO N 3 5
B l a t a n t u n l a w f u l w a t e r u s e
W a t e r u s e s t a t u s
In f o r m la w f u l u s e r o f r e s u lt o f t h e v e r if ic a t io n
Y e s
N o N o R e g i s t r a t i o n
L e t t e r C L a t e R e g is t r a t io n
L e t t e r G
L e t t e r A
R e g i s t e r e d i n f o r m a t i o n n o t a c c e p t a b l e
In f o r m u s e r o f r e s u lt o f t h e v e r if ic a t io n
U s e r s a g r e e s
W A R M S E d it
W a s a p p lic a t io n r e c e iv e d in t im e s e c 3 5 ( 2 ) ( c )
L a t e a p p lic a t io n c o n d o n e d s e c 3 5 ( 6 )
S u f f ic ie n t in f o r m a t io n R e q u e s t a d d it io n a l
in f o r m a t io n s e c 3 5 ( 3 ) ( a )
D e t e r m in e e x t e n t a n d la w f u ln e s s
s e c 3 5 ( 4 )
G iv e a p p lic a n t o p p o r t u n it y t o m a k e r e p r e s e n t a t io n s
s e c 3 5 ( 3 ) ( d ) N o
C o n f ir m e x is t in g la w f u l u s e Y e s
W a s t h e r e p r e s e n t a t io n
s u c c e s s f u l
Is s u e d ir e c t iv e t o s t o p u n la w f u l u s e
s e c 5 3 ( 1 )
N o
N o In f o r m u s e r t o s t o p
w a t e r u s e s e c 3 5 ( 5 ) ( a )
L e t t e r C Is e x is t in g u s e la w f u l?
L e t t e r D
L e t t e r F Y e s N o
L e t t e r B Y e s
N o
Y e s Y e s
R e g i s t e r e d i n f o r m a t i o n a c c e p t a b l e
Section 35 Section 35 verification verification
ID unauthorized user ID unauthorized user ---Sat images, Field ---Sat images, Field
inspections inspections
Notify user and request to Notify user and request to provide information
provide information
Accept info or give 2 nd Accept info or give 2 nd opertunity to give info opertunity to give info
Accept info or issue Directive Accept info or issue Directive
Inspect compliance with Inspect compliance with Directive
Directive
Name user REG NR VOLUME REG Date
bought Farm Farm
Area General Auth Total
Irri
Correct volume crop factor
New permitted
use RU Sat Image Jan 1999
Sat Image Mar 2002
(Ha) Remove
ha Suggested actions
M. Theron 25001514 277900 1997 Millbank 428.5 25710 50 404000 25710 1 No 50 45 Cut back to GA. Directive issued 5 Ha Fanie Griesel
Trust 10082527 200000 2000 Belvidere 1096 65760 40 456000 65760 1 No 25 13 Cut back to GA. Directive issued 12 Ha
Emtron Bdy 10081216 335650 1999 Grassbank 785.8057 47148 55 520500 520500 1 7 50 0
Total use transferred from Forres. May continue
C.E. le Roux 25007117 152100 2000 Westward Ho 1892.43 0 60 666000 0 1 No 60 60 No GA in D41C, Cut back to 0. Directive issued.
P Haasbroek License
application 0 2001 Marlborough 713.6 42816 50 375000 42816 1 No 50 45
Cut back to GA. Terminate current arrangement. Enforce directive 04/2002.
New Directive issued 5 ha
J.J. Hayward 25008679 282900 1997 Forres 1590.975 95458 30 441000 95458 1 No 30 14 Cut back to GA. Directive issued. 16 Ha
J.H. Fourie 10081323 255400 1988 Hurstpark 2494.751 149685 60 440000 60240 1 40 60 0 The use registered as GA on Blanco farm.
No action
Mr. P.W. Beyer 10081234 798200 2003 Harcourt 1241.4 74484 140 1174000 439000 1 30 60 30 Remove 30 ha, rest legal. Directive issued.
Leniesdeel Trust (Jan
Fourie) 10081350 655100 1995 Harcourt 620.7 37242 120 935000 777500 1 106 146 40 Remove 40 ha, rest legal. Directive issued Hulp Alleen
Familie Trust 25006010 95850 2000 Genade 471 28260 18 130500 130500 3 No 18 0 Cut back to GA. Considered information.
Declared as existing legal use P.A.
Theunissen 10081243 182400 1998 Nokani 293.4542 17607 30 225000 225000 3 No 30 0
Cut back to GA. Considered information.
Declared as existing legal use E.C.
Grobbelaar 10081369 484060 1992 Robyn 2254.6 135276 66 682200 682200 3 52 52 0 All legal no action
Mr. F.J.
Hamman 10081314 66570 1994 Sentac 0 24 231700 231700 3 19.8 28.3 4 Remove 4 ha, rest legal
Mr. P.E. Kriel 10081261 89180 1999/10/01 Millbank 856.5315 51392 17.5 124250 124250 3 6 15 0 Motivations justify planned to irrigate area,
quotations supplied, no action
Mr. F. Barnard 10081289 383750 Woodborough 1551.1 93066 50 555000 444000 NA 40 50 0 Moved irrigation, Remove registered use
from Elchester
4259060 Volume Reduced 3495516 7360150 3864634 Total 192 674.3 251 Ha reduced
Volume Reduced RU1 3384516 5411500 2026984 1 183 441 247 Ha reduced RU1
Volume Reduced RU3 little 1393650 1393650 3 118 193 4 Ha reduced RU3
Identified unauthorized water
Identified unauthorized water
users (15) ruled unauthorized (7)
users (15) ruled unauthorized (7)
Legend Legend
Id unauthirized Id unauthirized
Ruled unauthorized
Ruled unauthorized
Enforced to comply
Enforced to comply
Compliance and enforcement Compliance and enforcement
of water use of water use
Issue Directive
Comply Not
comply
Do work to rectify offense
Lodge criminal case
User gives permission Notify user:
pumps to be removed
cost to be recovered
holes to be sealed
User does not give permission Do work to rectify offense
User gives permission
Remove pumps Remove own
Get warrant Get police protection
Remove pumps
Convoy with police protection
Sealed
borehole and power supply Removal of pumping equipment
Serving of court order
Water authorization actions Water authorization actions
Description Irrigation
area (Ha)
Volume
(million m
3/a) Registered irrigation surface and volume 2076 18.2
Termination of reserved use -260 -2
Termination of unauthorized use -451 -2.0
New water use authorization 124 0.93
Total irrigation areas after NWA reduction processes
1495 15.17
The resource is still over allocated by 4 million m
3of water annually.
DWAF regional office Kimberley responsibility
Determine the Reserve Determine resource potential Register all water use
Verify registered water use Authorize new water use Compile a schedule of use
Determine measures to contain use
CMA responsibility
Issue WUA with schedule of use and users Set conditions for new water use
Support WUA in intervention with individual users
Enforce measures to contain water use like restrictions
Tosca Molopo WUA responsibility
Compile a business plan
Communication with individual water users Issue water use to individual users consistent with schedule of users
Plan, police and monitor water use activities of individual users
Issue directives to individual users not complying with plan
Report total water use to CMA
Establish a resource water level monitoring programe
Initialize additional water resource studies to determine resource potential
Investigate and solve individual water users complaints
Contribute to new water use authorization
Individual user responsibility
Clarify allocated volume and authorization/ use conditions
Plan annual water use activities to comply with all conditions associated with water use
Establish a water monitoring plan to measure use, water levels, precipitation
Report water use to the WUA annually Payment of all water use charges
Extend of Tosca Molopo operation
Land of ±200 000ha valued at ±R200M Developed irrigation of 2000 ha valued ±R52M
Stock valued ±R40M
Monitoring network of 100 boreholes Schedule of 53 registered irrigators Water resource with estimated capacity 1600 ha
irrigation or 11.1 M m3
39 monitoring boreholes valued at ±R1M
Conclusion and recommendation Conclusion and recommendation
Aquifer stressed with declining water levels due to over allocation Aquifer stressed with declining water levels due to over allocation of the resource by 40 to 60 %.
of the resource by 40 to 60 %.
At current rates decline would prevail putting water provision, At current rates decline would prevail putting water provision, capital investment, the resource and the environment at risk.
capital investment, the resource and the environment at risk.
Allocation and abstraction control with a restriction of 40% for Allocation and abstraction control with a restriction of 40% for the next 5 years.
the next 5 years.
Participative management through a WUA. Participative management through a WUA.
Monitoring to refine recharge estimates, resource status and GM. Monitoring to refine recharge estimates, resource status and GM.