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Environmental monitoring and modelling of aquaculture in risk areas of the Philippines
Preliminary information from Taal, Batangas, Philippines
By: Guttorm N. Christensen1, Rune Palerud1, Patrick White1, Tarzan Legoviz1, Regie Regpala2. 1 Akvaplan-niva, 2 BFAR NIFTDC
Data collected
Bathymetry (depth recordings) of the area
Tidal range and current speed, direction and dispersion
Physical parameters - Temperature, turbidity, salinity, oxygen, profile
through the water column
Water quality – chlorophyll, phosphorous, nitrite, ammonia
Sediment analysis (biological and chemical)
Weather data wind direction, speed, temperature
Taal survey area
Lake Taal CM01 (5,5 m depth)
water transport (l/(s*m^2))

Lake Taal CM03 (7,5 m depth)
water transport (l/(s*m^2))

0
6

15

45

4

300

330
315

30

330
315

0

345

15

6

255
225
210

45
60

285

2

75

270

0

90

255

CTDO01
L a k e T a a l 1 0 . 0 4 .0 5 .

75

0

90

4

8

105

0

2

6
S a li n i ty ( P S U )

8

0

0 .4

0 .8
1 .2
T e m p e r a tu r e ( ° C )

1 .6

2

26

27

30

31

135
150

CM 01

195

180

165

195

165

180

135
150

0

345

#

#
#
#

#

255

180

0 .4

0 .8
1 .2
T e m p e r a tu r e ( ° C )
27

28

1 .6
29

10

2
30

#

60

#
#

17

#

#
#
# ##
##
# # ## #
# ##
# ##
# ## # ##
# #
##
#

#

#
#
#
#
#

#

4

6

8

10

O x y g e n ( m g /l)
0

4
6
S a lin it y ( P S U )

8

0

0 .4

0 .8
1 .2
T e m p e ra tu re (°C )

1 .6

2

26

135
150

2

27

30

31

28

29

10

0

20

0

15

6

60

45
80

60

2

270

#

40

30

4

300
285

D e p th ( m )

CM 04

Lake Taal CM04 (10,5 m depth)
water transport (l/(s*m^2))

345

#

40

100

CTDO 06
L a k e T a a l 1 0 .0 4 .0 5 .

#

#
330
315

0

75
90

255

CTDO 07
L a k e T a a l 0 3 .2 9 .0 6 .

105
0

240

C h l o r o p h y l l - F ( µ g /l )
2

4

165

180

0

0
6

15

285

#

#

8

8

0 .8
1 .2
T e m p e r a tu r e (° C )
27

28

1 .6
29

10

2
30

40

60

80

7

45
60

2

270

4
6
S a li n i t y ( P S U )

20

#

30

4

300

0 .4

26

Lake Taal CM06 (10,5 m depth)
water transport (l/(s*m^2))

345

2

0

D e p th (m )

195

6

O x y g e n ( m g /l )
0

135
150

# CM 06
330
315

#

120

225
210

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#

#

C h lo r o p h y ll - F ( µ g /l)
2

105
120

#

#
#
# #

CM 02

90

165

0
26

CTDO06

0

195

8

8

0

20

60
75

225
210

6

4
6
S a lin ity ( P S U )

10

45

240

2

20

30

2

#

29

CTDO01

270

#

0

30

285

#

28

4
O x y g e n ( m g /l )

24

10

# CM 05

4

300

20

2

80

135
150

15

6

16

4

0

Lake Taal CM02 (10,5 m depth)
water transport (l/(s*m^2))

330
315

12

0

O x y g e n ( m g /l )

120

225
210

C h l o r o p h y l l - F ( µ g /l )

C h lo r o p h y ll - F ( µ g /l)

120

225
210

# CM 03

105

240

180

165

CTD O 17
L a k e T a a l 0 3 .3 0 .0 6 .

60

2

240

120
195

45

255

105

240

30

270

90

30

4

300

0

15

285

75

270

Lake Taal CM05 (8,5 m depth)
water transport (l/(s*m^2))

2

0

6
4

300

60

285

345

D e p th (m )

345

D e p th ( m )

330
315

0

75

#

90

255

#

105

240
225
210

120
195

180

165

Bathimetry of taal.dbf
#
1.1 - 10 m
#
10 - 30 m
#
30 - 60 m
#
60 - 90 m
#
90 - 166.7 m

135
150

Salinity, temperature and oxygen
stations and measurements

Current meter stations and
measurements
#

#
#

#

#

#

#

##
#
#

#
# #

## # #
#
#
# ##
#
# ## # #
#
#

##
#

#

# #

#
#
#

#

#

#
#

#
#

# #
#
#

#

#

#

#

Bathymetry of Taal Lake

#

#

## #
#
# #
#
#
#
#
##
# #

#

#

#

#

#
#

#

#
# ##

# # #

#

#

Chlorophyll-taal.dbf
1 - 4 ug/L
#
4 - 8 ug/L
#
8 - 12 ug/L
# 12 - 16 ug/L
# 16.1 - 22 ug/L

#

#

#

#
#
###

#

#

##

#
#
# #
#
#
#

##
#
#
# #
# #
#
#
# #

#
#

#
#

Sediment-oct05.dbf
# 1 Very good
# 2 Good
# 3 Bad
# 4 Very bad

#
#

#

#

Secchi all.dbf
#
0.2 - 0.7 m
#
0.7 - 2 m
#
2-4m
#
4 - 20 m

#
#

Chlorophyll-A measurements

Sediment condition

Secchi disc measurements

Modelling of carrying capacity for aquaculture production
Calculation of carrying capacity of the Taal Lake

Flushing rate.
The average yearly rainfall is 1882.9 mm while the average
evaporation is 116.75 mm, so the net water layer entering
the Lake is 1766.15 mm over the watershed and the lake.
In addition to the lake, the watershed is 4.2 108 m2.

Volume of the part of the estuary under consideration is
#

V = 2.43 * 109 m3.
The volume is derived from the surface area of the lake,
which is 2.43 * 108 m2 and the depth of the upper 10 m.

Hence the yearly inflow is 1.2 109 m3 and the flushing rate
is D = (inflow=outflow)/V = 0.494 1/year.

#
#
# #
#
#
#

The lake needs 2 years to renew one volume of water to
the depth of 10 m.

#
#
#
#
#

Production data
Tilapia Fish Cage
Date

Milkfish Fish Cage

Range

30 March 2006

Date

30 March 2006

Type

Fish Cage - square

Type

Fish Cage - round

Net Volume (m3)

700 to 1000

837.5

Net Volume (m3)

1000 to 1508

1177

Species

Tilapia

Tilapia

Species

Bangus

Bangus

Stocking Density (fry/m3)

62 to 214

153.8

Stocking Density (fry/m3)

12 to 34.5

20.3

Present Density (kg/m3)

0.62 to 7.5

4.14

Present Density (kg/m3)

3.34 to 8.6

4.10

Present Size (g)

#

Range

Average

50 to 500

221.5

Present Size (g)

2 to 250

225

2,467

Present biomass

311.75

Final market size (g)

250g to 500

336

16.9

Survival (%)

50 to 96

84

Present Biomass (kg)

Average

4,826 kg

Final market size (g)
Survival (%)

4.3 to 50

Culture period (months)

4 to 7

5.75

Culture period (months)

5.5 to 6

5.67

Final density

2.5 to 10

7.45

Final density

5 to 9.9

5.72

Feed given (kg/day)

5 to 100

60.5

Feed given (kg/day)

75 to 300

144

Feeding rate

1.45 to 4.45%/day

2.45%/day

Feeding rate

1.45 to 4.45%/day

2.98%/day

FCR

Location of fish cages

225g to 500

2.14 to 2.5:1

2.22:1

FCR

1.67 to 2.5:1

2.14:1

#

Interviews with tilapia cage
farmers

Interviews with milkfish cage
farmers

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Aquaculture monitoring Philippines

  • 1. Environmental monitoring and modelling of aquaculture in risk areas of the Philippines Preliminary information from Taal, Batangas, Philippines By: Guttorm N. Christensen1, Rune Palerud1, Patrick White1, Tarzan Legoviz1, Regie Regpala2. 1 Akvaplan-niva, 2 BFAR NIFTDC Data collected Bathymetry (depth recordings) of the area Tidal range and current speed, direction and dispersion Physical parameters - Temperature, turbidity, salinity, oxygen, profile through the water column Water quality – chlorophyll, phosphorous, nitrite, ammonia Sediment analysis (biological and chemical) Weather data wind direction, speed, temperature Taal survey area Lake Taal CM01 (5,5 m depth) water transport (l/(s*m^2)) Lake Taal CM03 (7,5 m depth) water transport (l/(s*m^2)) 0 6 15 45 4 300 330 315 30 330 315 0 345 15 6 255 225 210 45 60 285 2 75 270 0 90 255 CTDO01 L a k e T a a l 1 0 . 0 4 .0 5 . 75 0 90 4 8 105 0 2 6 S a li n i ty ( P S U ) 8 0 0 .4 0 .8 1 .2 T e m p e r a tu r e ( ° C ) 1 .6 2 26 27 30 31 135 150 CM 01 195 180 165 195 165 180 135 150 0 345 # # # # # 255 180 0 .4 0 .8 1 .2 T e m p e r a tu r e ( ° C ) 27 28 1 .6 29 10 2 30 # 60 # # 17 # # # # ## ## # # ## # # ## # ## # ## # ## # # ## # # # # # # # # 4 6 8 10 O x y g e n ( m g /l) 0 4 6 S a lin it y ( P S U ) 8 0 0 .4 0 .8 1 .2 T e m p e ra tu re (°C ) 1 .6 2 26 135 150 2 27 30 31 28 29 10 0 20 0 15 6 60 45 80 60 2 270 # 40 30 4 300 285 D e p th ( m ) CM 04 Lake Taal CM04 (10,5 m depth) water transport (l/(s*m^2)) 345 # 40 100 CTDO 06 L a k e T a a l 1 0 .0 4 .0 5 . # # 330 315 0 75 90 255 CTDO 07 L a k e T a a l 0 3 .2 9 .0 6 . 105 0 240 C h l o r o p h y l l - F ( µ g /l ) 2 4 165 180 0 0 6 15 285 # # 8 8 0 .8 1 .2 T e m p e r a tu r e (° C ) 27 28 1 .6 29 10 2 30 40 60 80 7 45 60 2 270 4 6 S a li n i t y ( P S U ) 20 # 30 4 300 0 .4 26 Lake Taal CM06 (10,5 m depth) water transport (l/(s*m^2)) 345 2 0 D e p th (m ) 195 6 O x y g e n ( m g /l ) 0 135 150 # CM 06 330 315 # 120 225 210 ### # ## #### ######## ##### # # # ##### ## ### ## # #### ####### ####### # ## # # ### ## ## #### # # # ### # ### ### #### # # ### # # ## # ## # ## # # # ### # ##### ####### # ### ##### ######### ############ ### ## # # ######### ## ## # ### ## ## ## # #### ### # ###### ###### # # ## ## ## ## # # ## # # ## ## ###### ######## # ############# # # ## ## # # # ## # # # ## #### ### ### # # # ##### ### # #### ### ## ########### #### ######## # # # # ## ### # ############ ####### # ######## # ####### # ## # # # # ## # # #### # # ### # # # ## # # # # ## # ### ### #### # ####### ## ## # # ##### ############# ########### ## # ######## # # #### ### # # # # ## # # #### # # # ## ######### # ########## ## ####### # # # ## #### # # # ### ### # # # ## # # ### # # # # # ##### # # # # ## # ## # ## # # ## ## ### # # # #### ## # # # # # # # # # ## ### # # ### # # # ## # # # # # # ## # # ## # # # ## # # ### # # #### # # ## #### # # # ## # ## # # # # # ## # ## ## # ## ### ## # # # ## # # # # ## ## # ### #### ### # # # # # # # # ## # # # # ## # ## # ##### ### # ##### # # ### # # ############### # #### # ### # # # ### ## # ## # # # # ## # ## # # # ## # # ## # ## ### # # # # ### # # # # ######### # ## # # # # # #### ### # # ####### # # # ## ## ### ## ## # ## ### ### # # # # ##### ###### # ## ## # ## # # # ## ### # # ## # # # # # # ## # # # ##### ## ### ### # # # # # # # # # # # # # # ## # # # # # ## # ## ## # # # # # # # ## # # # ## # ### ## # ## # # # # # ## ### ## ## # # ## ## #### ## # # ## # ## # ## # # # # # # # # # # # ## # ## # # ### # # ## ## # # # ## # ## # ##### ## # # # ## ## # # ## # ## # ## ## # # ## #### # ## # # # ## # # # # # # # # # # # # ### # # # ##### ## # ####### # # ## ## ## ### # ## # ### ## # # # # # ## ### # ## ## ## # # # ## # # ############# ## ######## ## # # ## # # #### # ### # ## # # ## ## # # ## # ## # #### ## # ## ## ###### #### ## # ## ## # ### #### ####### # ## # #### # ## ## # # ##### # ### # # ### ## # # #### ## ### # ## # ### ### # # # # ## ### # # ## ## # # ## ######## ####### ## ### # # # # # # # ## ### # ## ## ## ## ##### ## ### ## ### # # ######## # # # # ## # # # # # ## # # # # # ## # ## # # # # # # # ## # ## # # ## # # # # # # # ##### # # # ## # ## # ## ##### # # ## ## ### # ### # # # ### # #### ## # # # ### # ##### # ## # # # # # # #### ### ### # ### ## # ### ## ## # # # #### # ### # ### ## # ## # # # #### # ## # # ## # # ## ## ### # ### ## # # # # ## # # # # ## # # ### # ##### ### # # ## # # # # ## # ######### # ## # # # ### # # ### ## ######## ###### # ### ### # ### # # # ### # # ## # ## ## # ### # ## # # # # # # # # ## ## # # ## # # # # # # ## # # ## # # # # # # # ## # # ### # # # ##### # ## # # # # ## ## # # ## # ## # ### # # ## # # # ## ## # # # # ## ## # # ### ### # # #### # # ### # # # ## ## # # # # # # # # # ### ### # # # ### # # #### # ## # # # ## # ## ## # # # # ## # # # # # ## ## # # # # # # # # ### # ## ## # # # # # # ## # # # ## # # # # ## ## # # # # ## ## ## ## # # # # # # # ## ### # ## # # ## # ## ### # ## ## # # # # ### ## # ## # # # ## # # ## # # ## # # ### # ## # # ### # # # ## # # # # # ## ## # # ## ### # ### #### # # # # # ### ## ## # # ## ### ### # ##### # # # # # # #### # # #### ## ## # # ## # # # ## # #### ## # ## ##### # # # ## # # # # ### ## # # ### ### # # ## # ### # # # # # ### #### # ## # ## # # # ## # # # # #### # # # # # # # # # # # # #### # # # # ## # # # # # ## # ## # # # ## # # # # # # # # # # # ## # # ## # # # # # # # # # # # # # # # # # # # # # ## # # # # # # # # # ## ## # # # # # # # # # # ## # # # # ## # # # # # # # # # # # # ## # # # # # # # # # ## # # # # # # # # # # # ## # # ## # ## # # ## # # ## # # ## ## # ## ## # # ## # # # # ## # # ## # # ## ## # # ### # # # ## # # # ### # # # # # # # # # ## # # # # # # # ## # # # ## # # # # # ## ## # ## # ## # # # # # # # # # # # # # # ## # # # # ## ## # # # ## # ## ## # # # ## ## # ## ## # ### # ### ### ## # ## # # # C h lo r o p h y ll - F ( µ g /l) 2 105 120 # # # # # CM 02 90 165 0 26 CTDO06 0 195 8 8 0 20 60 75 225 210 6 4 6 S a lin ity ( P S U ) 10 45 240 2 20 30 2 # 29 CTDO01 270 # 0 30 285 # 28 4 O x y g e n ( m g /l ) 24 10 # CM 05 4 300 20 2 80 135 150 15 6 16 4 0 Lake Taal CM02 (10,5 m depth) water transport (l/(s*m^2)) 330 315 12 0 O x y g e n ( m g /l ) 120 225 210 C h l o r o p h y l l - F ( µ g /l ) C h lo r o p h y ll - F ( µ g /l) 120 225 210 # CM 03 105 240 180 165 CTD O 17 L a k e T a a l 0 3 .3 0 .0 6 . 60 2 240 120 195 45 255 105 240 30 270 90 30 4 300 0 15 285 75 270 Lake Taal CM05 (8,5 m depth) water transport (l/(s*m^2)) 2 0 6 4 300 60 285 345 D e p th (m ) 345 D e p th ( m ) 330 315 0 75 # 90 255 # 105 240 225 210 120 195 180 165 Bathimetry of taal.dbf # 1.1 - 10 m # 10 - 30 m # 30 - 60 m # 60 - 90 m # 90 - 166.7 m 135 150 Salinity, temperature and oxygen stations and measurements Current meter stations and measurements # # # # # # # ## # # # # # ## # # # # # ## # # ## # # # # ## # # # # # # # # # # # # # # # # # # # # # Bathymetry of Taal Lake # # ## # # # # # # # # ## # # # # # # # # # # # ## # # # # # Chlorophyll-taal.dbf 1 - 4 ug/L # 4 - 8 ug/L # 8 - 12 ug/L # 12 - 16 ug/L # 16.1 - 22 ug/L # # # # # ### # # ## # # # # # # # ## # # # # # # # # # # # # # # Sediment-oct05.dbf # 1 Very good # 2 Good # 3 Bad # 4 Very bad # # # # Secchi all.dbf # 0.2 - 0.7 m # 0.7 - 2 m # 2-4m # 4 - 20 m # # Chlorophyll-A measurements Sediment condition Secchi disc measurements Modelling of carrying capacity for aquaculture production Calculation of carrying capacity of the Taal Lake Flushing rate. The average yearly rainfall is 1882.9 mm while the average evaporation is 116.75 mm, so the net water layer entering the Lake is 1766.15 mm over the watershed and the lake. In addition to the lake, the watershed is 4.2 108 m2. Volume of the part of the estuary under consideration is # V = 2.43 * 109 m3. The volume is derived from the surface area of the lake, which is 2.43 * 108 m2 and the depth of the upper 10 m. Hence the yearly inflow is 1.2 109 m3 and the flushing rate is D = (inflow=outflow)/V = 0.494 1/year. # # # # # # # The lake needs 2 years to renew one volume of water to the depth of 10 m. # # # # # Production data Tilapia Fish Cage Date Milkfish Fish Cage Range 30 March 2006 Date 30 March 2006 Type Fish Cage - square Type Fish Cage - round Net Volume (m3) 700 to 1000 837.5 Net Volume (m3) 1000 to 1508 1177 Species Tilapia Tilapia Species Bangus Bangus Stocking Density (fry/m3) 62 to 214 153.8 Stocking Density (fry/m3) 12 to 34.5 20.3 Present Density (kg/m3) 0.62 to 7.5 4.14 Present Density (kg/m3) 3.34 to 8.6 4.10 Present Size (g) # Range Average 50 to 500 221.5 Present Size (g) 2 to 250 225 2,467 Present biomass 311.75 Final market size (g) 250g to 500 336 16.9 Survival (%) 50 to 96 84 Present Biomass (kg) Average 4,826 kg Final market size (g) Survival (%) 4.3 to 50 Culture period (months) 4 to 7 5.75 Culture period (months) 5.5 to 6 5.67 Final density 2.5 to 10 7.45 Final density 5 to 9.9 5.72 Feed given (kg/day) 5 to 100 60.5 Feed given (kg/day) 75 to 300 144 Feeding rate 1.45 to 4.45%/day 2.45%/day Feeding rate 1.45 to 4.45%/day 2.98%/day FCR Location of fish cages 225g to 500 2.14 to 2.5:1 2.22:1 FCR 1.67 to 2.5:1 2.14:1 # Interviews with tilapia cage farmers Interviews with milkfish cage farmers