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7. IMPLEMENTATION

The implementation of the project will be controlled by several important factors:

-   the seasonal availability of fish stocks

-   the potential for the site to be developed

-   the availability of skilled staff

As Fig. 16 shows, the timing of these becomes critical, if the project is to achieve early viability and gain the opportunity for rapid development to a significant production scale.

Concerning the early development, Fig. 17 identifies the most critical activities which must be carried out to ensure effective operation during 1987, which is the earliest time in which a crop of fish could be introduced and grown on. In practical terms, it will be better to assume the import of initial stocks of eggs or fry; possibly also of tilapia, which might be obtainable throughout 1987. On this basis, the first marketable crops would be available from mid-1988 onwards, possibly slightly earlier if tilapia are used. It is difficult to define at this stage the potential production levels during the. early operational period; this would depend greatly on the availability and survival of initial stock. An initial production of at least 5 t would however be reasonable, and production up to the target 50 t may be obtainable under favourable conditions. Once fry supplies have been established, skilled staff become available, and routine production methods defined for local conditions, production could develop rapidly.

The early implementation of the present project by the local UNDP office, together with the valuable local initiatives, have done much to prepare the project for prompt initial physical development, and preliminary discussions have been carried out with a Locally based construction firm (MEMCO) who have indicated their ability to carry out the initial work within the approximate time scale. Initial quotations have been received and subject to normal verification, negotiation, tender and contract management, the company appears to be able to offer the necessary resources for a rapid and effective realization of Phase I of the project.

Details of proposed staff development and training programme are given in Appendix 4 and summarized in Table 13. There is some conflict between the need to train staff, particularly overseas, and the need to have capable staff immediately and directly involved in early production. The cycling of staff from project work to off-site training will have to be done carefully to avoid leaving the site under-resourced.

In order to achieve rapid and effective physical facilities, specialist design and construction management input, commissioning, supervision of initial production and provision of local training, it will be necessary to allow for assistance from outside aquaculture specialists, particularly during the first year of the project. This can be provided through specific consultancies, through a commercial management contract or with a combination of these. Table 14 outlines the type and timing of inputs likely to be required.

In the immediate term there are several specific actions which must be taken by the various parties concerned with the project; these are summarized in Table 15. It will be particularly important for the design and construction phase to confirm whether local current documents do coincide with the general current drift of the area.

FIGURE 1. Out Line Development Timetable; Marine Aquaculture

FIGURE 1

FIGURE 2: Zawia Quarry site

FIGURE 2

Figure 3. Proposed layout of Zawia Aquaculture Project

Figure 3

Figure 4. Production cycles

Figure 4
Figure 4

Graphs illustrating expected average individual growth of sea bass in Zawia site (above) and corresponding total fish biomass (below)

Figure 5. Hatchery - Feeding Programme

Figure 5

Figure 6. Metabolic requirements of stock

Figure 6

Figure 6

Graphs illustrating water flow requirement for each kg of fish (above) and total water flow needed (below) in zawia farm (harvesting from August to December)

Figure 7. Harvesting programmes

Figure 7
Figure 7

TWO HARVESTING PROGRAMMES

Harvesting fish only over 300 g (above) and fish from 250 to 300 g average size (below)

Figure 8. Hatchery layout

Figure 8

Figure 9. Offices/Services Building Layout

Figure 9

NOTES

  1. If the project is going to develop in phase 2 and become a long term training centre, it will need at least a further building for:

    -   rooms and services for guests and trainees

    -   a larger kitchen + restaurant for personnel guest and trainees

    -   a conference - library room

    This building could be established on the flat area at the left of the entrance road of the farm, next to which could be sited visitor car parking facilities.

  2. Depending on the foundation levels finally chosen, the option could be made of constructing the present office/services building in two floors, in which case part of the upper/lower will provide management offices from which the entire site can be viewed. The entrance space created will also provide for initial space for trainees, seminar room, etc.

FIGURE 10. Water Distribution

Figure 10
(P)=pipe
(C)=channels
(D)=Distributor
*=see detail

Figure 11. High quality water supply

HATCHERY WATER SYSTEMS

Figure 11 
SEAWATER
Maximum waterflows
1.Larv make-up water :40 1/min
2.Nurs. make-up water:120 1/m
3.Phyto-zooplancton:100 1/m
4.Spawning tanks.150 1/m
5.Occasional needs.100 1/m
 Total:510 1/m
6.Nursery flowthrough:12 00 l/m
 
Figure 11

FIGURE 12. Pumping Station

Figure 12

Note:   A concrete pipe may be used instead of an inlet channel

The pump well is cut into the rock ledge at the shore, then opened out seawards.

Figure 13. Recycle system

Figure 13LARVAL TANKS
Recirculating system
 
Maximum waterflws:
tank: 2 m3/h = 33 1/min
total: 24 m3/h = 400 1/min
 
NURSERY TANKS
Recirculating system
 
Maximum waterflows
tank 9 m3/h = 150 I/mm
total 72 m3/h = 1200 I/mm
 
Waste Water
 
 
 
 
 
 
 
 

Figure 14. Aeration

HATCHERY : MR DISTRIBUTION

Figure 14

FIGURE 15. POWER SUPPLIES:

Figure 15

Figure 16. Power supply

Timing phase 1

Figure 16

Timing Phase 2

Figure 16

Figure 17. Outline ‘Critical Paths’: Site Development, Zawia

Figure 17

TABLE 1: Summary.of Environmental Factors

Seawater temperature:Minimum: 12–14 °C January
 Maximum: 28–30 °C August
 Approx. 6 800–7 600 degree-days
Tidal amplitude: 30–60 cm
Current directions: W - E, but some local eddying
Rainfall: 200–350 mm in coastal zones
Wind directions: NW dominant also NE, some SW
Swell/wave height: Normally 1–3 m, maximum up to 8 m

TABLE 2: Production Patterns - Seabass Stock

STAGESAGE
(months)
MEAN WEIGHT (final)SURVIVAL %No. of individuals per yearFACILITIES (TANKS)
   Phase 1Phase 2Phase 1Phase 2 
Broodstock-0.5 – 3kg.    n.4 circular of 50m3
        
Spawning:eggs-   2.970.000915.000n.6 circular of 5 m3
   8090   
Hatching0   2.375.000824.000n.12 cylindro-conic of 2 m3
   1530  
Larvae1.50.1g  356.000247.000
   7090   
Weaning31 g  250.000222.000n.8 raceways of 9 m3
   8085   
Fry (pre-growing)625 g  200.000190.000n.16 raceways of 22.5nr
   9093   
Fish (1st year)1275 g  180.000175.000n.27 raceways of 140 m3 
   9395  
Fish (2nd year)24300 g  167.000167.000

TABLE 3: Stock Patterns - Use of Facilities

MonthsOperationsNumber of raceways1st year (I)Number of raceways2nd year (II)
  fullemptyfullempty
Only 1st year activity 
March125.000 fry from hatchery88027
April125.000 fry   "    "160  
June100.000 juv.from I to II88522
 100.000 juv. thinned out (I)160  
From 2nd year activity. 
February90.000 fish from I to II0161512
 90.000 fish thinned out (I)    
March–April250.000 fry from hatchery160  
June100.000 juv.from I to II88252
 100.000 juv. diluted in I160252
AugustHarvesting 16.500 fish  234
SeptemberHarvesting 32.000 fish  198
OctoberHarvesting 40.000 fish  1413
NovemberHarvesting 40.000 fish  918
DecemberHarvesting 40.000 fish  522

TABLE 4: Water Distribution - Summary of Requirements

SupplyEstimate FlowSystemApproximate DimensionNotes
 Phase IPhase II Phase IPhase II 
Main seawater 150 m3/min90 m3/minPressure pipe PVC/Abs.2 × 750 mm4 × 750 mmSpare pipe in Phase II allows routine cleaning
Distributor Bo× 150 m3 /min90 m3/minConcrete cast3 m × 5 m  May be expanded for Phase II
Main seawater 250 m3/min90 m3 /minPrecast or reinfed concrete channel0.8 m × 0.8m1.5 m × 0.9 mMay double Phase I
Distributor box 250 m3 /min90 m3 /minCast concrete3 m × 2 m3 m × 2 m Splits flow to raceways
Phase 1 raceways45 m3 /min45 m3 /minPrecast or reinfed concrete channel0.7 m × 0.8 m0.7 m × 0.8 mValves to individual raceways
Phase 2 raceways/fingerlings10 m3/min50 m3/minPrecast or reinfed concrete channel0.9 × 0.8 m0.9 × 0.8 mSupplies both sections
Phase 2 raceways-45 m3/minPrecast or reinfed concrete channel-0.7 m × 0.8 mSupplies ongrowing section only
Hatchery1 m3/min2 m3 /minPVC/Abs pipe2 × 200 mm3 × 200 mmSpare pipe for cleaning
Drainage 
Main drain80 m3/min140 m32 /minEarth/rock channel2 m × 0.8 m3 m × 0.8 mPhase I flow to pond
Raceway drains80 m3/m80 m3/mConcrete block/cast2 m × 0.6 m2 m × 0.6 m 
Finger Ling raceway drains40 m3/min20 m3/minConcrete block/cast plus culverts0.5 m × 0.51 m × 0.5 m 
    (300 mm pipes) 
Hatchery3 m3/min6 m3/minPVC drain pipe3 × 200 mm4 × 200 mmOptional covered channels

TABLE 5: Dimensions of Pump Systems

   Phase IPhase II
Main pumping duty:Maximum =0.83 m3/sec1.5 m3/sec
  Average   =0.50 m3/sec1.0 m3 /sec
Total system head (Approx.)15 m15 m
Pump power, maximum (average)180 kw324 kw
 at m = 70%(108 kw)(216. kw)
Pump sizes: Examples of size options  
a.with standby in occasional use2 × 60 kw4 × 60 kw
 standby + 1 × 60 kw+ 2 × 60 kw
b.with no standby use3 × 60 kw6 × 60 kw
 standby + 1 × 60 kw+ 1 × 60 kw
c.multiple pump sizes1 × 60 kw2 × 60 kw
   2 × 40 kw3 × 40 kw
   2 × 20 kw4 × 20 kw
 standby + 1 × 60 kw+1 × 60 kw

TABLE 6: Summary - Hatchery Recycle System

Component/operationType/constructionDimension, ratingNotes
Settling unitsConcentric tube, PVC or GRP .800 mm ODAttached to each raceway
Biofilter1Cylindrical, concrete, GRP, etc.2 m ODFor all raceways 2.5 m active bed
   3.5 m total HT
 2         "             "           "1 m ODFor all tanks
   3.5 m total HT2.5 m active bed
Header tanks - incorporated on top of filter units
Pumps1Seawater centrifugal72 m /10 × 10 mRaceway system
    
 2       "             "  
  2 × 0.5 kw 
UV System1Inclined plate or tube72 m3/hrRaceways
 2       "             "12 m3/hrTanks
Heating1Space or immersor30 kwRaceways
 2       "             "10 kwTanks

TABLE 7: Hatchery tanks

SectorSpecificationUnitary Volume (m3 )NumberDimensions
Larval rearingFG, cylindro-conic212Hcyl :1 m, Hcon :0.8 m; 01.5m  
Phyto-zooplanktonFG, cylindro-conic (rotifers)26   "     "       "        "          "
 FG, cylindro-conic (artemia)13Ø 1,0 m ,
 FG, cylindric (algae)0,410Ø 0,5 m
Weaning-NurseryFG, raceways98L:6 × l 1.5 × h 1.2 m
SpawningA + PVC, circular56Ø 2.5 m

FG: Fibreglass

A + PVC: Aluminium support + PVC sheet

TABLE 8: Summary of heating requirements

 Hatchery + Phytozoo (22°C)Seabream spawning (18°C) - 2 tanksOccasional needsTotal theoretical kw
 ∆TMax. flow∆T.   
Oct.057.6 + 25 = 83 m3/day-72 m3/d10% of hatchery + phyto-zoo 
Nov.283 m3/day-         "8.9
Dec.457.6 + 50 + 25 = 123 m3/d0         "26.3
Jan.657.6 + 100 + 25 = 180 m /d2         "64.7
Feb.860 + 170 + 25 = 255 m3/d4         "123.1
Mar.560 + 170 + 25 = 255 m3/d1         "71.7
Apr.360 + 170 = 230 m3/d--36.8
May0-  -

TABLE-9: Aeration System

ComponentType/specificationDimensions, ratingNotes
Air blowerCentrifugal/ continuous, electric200 m /hn at 0.25 bar 5 kw2 × 2.5 kw, plus1 backup
Main distributionPVC/ABs Pipe75 – 100 mm 
Large offtakes 10 – 25 mm 
Small offtakesPolythene4 – 6 mmAauarium tube
Air dispersionCeramic, etc., Porous pipeVariousAquarium or gas Transfer diffusers

TABLE 10: Approximate power requirements

Component/sectionApproximate ratingNotes
Main pumps180 kwStarter current several times this note also power factor
 (~400 a × 440 v.) 
Heating systems40 kwAssume some space heating
 ~180 a × 220 v 
Hatchery, general use~100 aPumps, lights, power
Office/services use~150 aPower, light, power tools
External~100 a12 v supply, external lights

TABLE 11: Other Services and Equipment

Component/AreaSpecifications/DutyNotes
A.  
Cooling/refrigerationAirconditioning 
 - 4 units at 2 000 W System coolingOffice, algal culture, lab.
 - 2 units at 1 000 w Fridge/deepfreezeHatchery, (optional) Storing foodstuffs, chemicals
 - 3 units Ice machine 500 kg/dayWhen production starts
B.  
Aquaculture equipmentFeeders, nets, buckets, brushes, boxes, protective clothing, weighscales, etc.Details in Appendices
Hatchery equipmentGlassware, buckets, scales, water treatment     "      "       "
Laboratory equipmentOven, microscope, balance, glassware, chemicals, etc.     "      "       "
(A) Site servicesFreshwater supplyTo office, hatchery, from mains service or via tanker Septic tank, culdrination, pumped to main site drain
 ~2 m3 /day
 Sewage/drainage
 ~2 m3 /day
(B) Service equipmentVehicles Pick-up truck, cars, tractor/trainer transport tank 

TABLE 12:

OUTLINE CAPITAL COSTS (In Libyan Dinars)

  Phase 1Phase 1 & 2.
(1)Site preparation, access, allow15.00020.000
(2)Office/services building54.00090.000
(3)Hatchery building94.50094.500
(4)Pumps, pump station41.00041.000
(5)Water supply & drainage31.80056.600
(6)Hatchery.systems39.40042.400
(7)Finger ling raceways .10.80021.600
(8)Ongrowing raceways129.600273.600
(9)Aquaculture equipment7.50015.000
(10)Hatchery + Laboratory equipment10.00015.000
(11)Main services45.00055.000
(12)Vehicles + Misc. Equipment20.00026.000
(13)Contigencies 10%49,86077.520
 Total548.460852.720
OPERATIONS COST (In Libyan Dinars)
  Phase 1Phase 2
(1)Labour(25.000)(37.500)
(2)Management(25.000)(32.500)
(3)Food41,25082.500
(4)Power and fuel43.00086.000
(5)Maintenance(.5.500)(8.500)
(6)Consumables - Stock costs .14, 50022.500
(7)Miscellaneous, contigencies(15,400)26,950
 Total169,650296,450
COSTS OF CAPITAL
(8)Depreciation of fixed capital32.00050.000
(9)Costs of fixed capital39.50061.400
(10)Costs of working capital10.20017.800
 Total251.350425.650
 REVENUE FROM SALES, @ 5LD/kg250.000500.000

TABLE 13: Summary of Staff Development

StaffActionTimingNotes
Project ManagerStudy visits, coordinate technician trainingEnd 1986Additional visits
 mid 1987probably later
 Liaison with foreign specialists during design and early productionthrough '87To be defined in detail
 Possible longer-term academic trainingTo be agreedPhD level
Management and specialist traineesTechnical training;1987Initial stage of development
overseas/on site1988
Advanced training,1988Selected staff for national resource development
MSc, PhD Levelonwards
TechniciansTechnical training1987At least four (4) in training in initial stages
 overseas/on site1988
General labourOn-site training1987 
 during production1988 
Additional training in support areas (mechanical, electrical, refrigeration, engineering, building, etc.), may also be needed

TABLE 14:

SUMMARY OF SUGGESTED AQUACULTURE SPECIALISTS INTERVENTIONS

1.Detailed design and specifications for construction
 Time: December 1986 – March 1987
 Man-months needed : 4
 Some eventual extra time could be required for specialist equipment identification and procurement and for sub-contracted specialist design (electric-heating plants)
 
2.Supervision of construction operations
 Time: During construction (approx. 6 months, from Feb to Oct. 1987)
 Man-months needed: 8 visits of 3–4 days
 
3.Assistance to start-up and staff training
 Time: Oct. 87 to summer 1988
 
Total Man-months needed : 16

TABLE 15:

SUMMARY OF SPECIFIC ACTIONS FOR INITIAL IMPLEMENTATION

ActionsResponsibility
- Approval of project and project budgetUNDP/Govt. Zawia
- Contract negotiations and agreements with main contractorsUNDP/Govt. Zawia
- Confirmation of external aquaculture specialists, their terms of reference and timingUNDP/Govt, Zawia
- Obtain any other Local hydrographic data on sea conditions, inshore currents, sea patternsUNDP/Govt. Zawia
- Identification and appointment of local staffUNDP/Govt. Zawia
- Detailed designs and specifications in the following order of priority:Nominated aquaculture Experts.
Pumping station, water distribution, Office/ services building, fingerling raceways, hatchery and associated services, main ongrowing raceways
 
- Fry supply and transfer arrangements for project start-up         "              "
- Practical training arrangement in mediteranean farms         "              "

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