PEOPLE'S REPUBLIC OF BANGLADESH
MINISTRY OF FISHERIES AND LIVESTOCK
FISHERIES RESEARCH INSTITUTE
REPORT NO 3 BRACKISHWATER AQUACULTURE RESEARCH STATION (BARS): DESIGN - PHASE 1 |
MAY 1986
FAO/UNDP TA-PROJECT BGD 83-010
IDA/WB AGRICULTURAL RESEARCH II PROJECT
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FISHERIES RESEARCH INSTITUTE—BANGLADESH
FAO/UNDP TECHNICAL ASSISTANCE PROJECT BGD 83-010
HOUSE NO. 37, ROAD NO. 8 | P.O. BOX 5039 (NEW MARKET) |
DHANMONDI R.A., DHAKA | DHAKA, BANGLADESH |
Dr. Asadur Rahman,
Director FRI,
MYMENSINGH.
Ref. SARP/VZ 56, d.d. 19 May 1986.
Dear dr. Asadur Rahman,
Herewith I have the pleasure to present to you the third Technical Assistance report, concerned with the site selection and design of the Brackishwater Aquaculture Research Station in the Khulna region. This report covers the first phase of the work; it describes what activities have to be carried out before the second phase (final design phase) can start. When everything proceeds well, this second phase can commence in July 1986.
Yours sincerely,
J.C.J. van Zon Teamleader |
The distribution of this report no. 3 is as follows (with nr. of copies):
- Secretary M/F&L | (4) | - World Bank | (2) | - dr. Karim | (2) |
- Director FRI | (3) | - FAO (Dhaka/Rome) | (2) | - dr. Ghosh | (1) |
- Addit. Dir. FRI | (1) | - UNDP | (1) | - dr. Gupta | (1) |
- Brd. of Governors | (7) | - BARC | (2) | - dr. Krasznai | (1) |
- CSO's | (2) | - dr. van Zon | (1) | - Euroconsult | (2) |
- DOF | (1) | - dr. Muir | (1) | - spare | (4) |
A total of 38 copies is printed.
All copy-holders received a copy of this letter.
1.1 Background to project
1.2 Objectives for brackishwater aquaculture
1.3 The Brackishwater Aquaculture Research Station
1.4 Terms of Reference for the design phase
2 SITE SELECTION AND DEVELOPMENT OF DESIGN
2.1 Site and design requirements
2.2 Characteristics of the Khulna/Satkhira area
2.3 Site identification
2.4 Design development
3.1.1 General actions
3.1.2 Specific actions
3.2 Information needed for Phase 2
3.3 Phase 2
LIST OF TABLES
Table 1 - Significance of brackishwater production
Table 2 - Operational objectives for BARS
Table 3 - Site selection criteria
Table 4 - Typical experimental routines
Table 5 - Staff requirements
Table 6 - Design recommendations
LIST OF FIGURES
Figure 1 - Seasonal events
Figure 2 - Tengramari site
Figure 3 - Design outline
LIST OF ANNEXES
Annex A - Budget allocation bars
Annex B - Background cost data: Bangladesh
Annex C - Climatic data, Khulna
The present report comprises Phase 1 of the design development of the Brackishwater Aquaculture Research Station (BARS) of FRI. The report describes in short the status and potential of brackishwater aquaculture in Bangladesh and the role research can play in its further development. Operational objectives for BARS are identified, with their relative priorities.
Site and design criteria are listed, based on:
expected staff requirements.
General characteristics of the Khulna/Satkhira area are described and projected on the site criteria mentioned above.
The preliminary selected site at Tengramari is analyzed for its suitability for BARS. Although there are shortcomings with respect to general land level and freshwater supply, the site can in principle be considered suitable. A preliminary lay-out of facilities is presented and design recommendations are provided.
A list is drawn up of general and specific actions that have to be undertaken before Phase 2 of the design development can proceed. In Phase 2 the design work will be finalized, needed specifications will be prepared, and bills of quantities and tender documents will be drafted.
(01) The present report, describing phase 1 of the design development for the Brackishwater Aquaculture Research Station (BARS) of the Fisheries Research Institute (FRI) is one in a series under the UNDP/FAO executed Technical Assistance scheme to the IDA/World Bank funded Agricultural Research II Project, covering the 1984–1989 quin-quennium.
(02) The Fisheries Research Institute is being formed to rationalize and develop research resources in fisheries and aquaculture in Bangladesh, and will comprise at least three research centres:
These Research Stations will be operational units; work will be co-ordinated from the Headquarters in Mymensingh, from where also administrative supervision as well as special services (documentation, statistics) will be provided.
The system so developed would be expected to play a significant role in the planned expansion of fisheries and aquaculture production in Bangladesh over the next 20 years. It is also evisaged to ensure that fish and shellfish production retains its importance in terms of food supply and export earnings in the face of increasing competition for resources.
(03) The areas and yields of brackishwater aquaculture in Bangladesh are subject to some uncertainty, though recent reports appear to converge at about 40,000–50,000 ha, with a contribution of some 6,700–7,000 t/yr of production, the majority of which is relatively high value shrimp for export. Although representing only 1% of total production, its value is at least twice that of the mere value of fisheries and aquaculture production. According to these reports, several 100,000 ha of land would potentially be available for further development, thus contributing a significant amount to the growth of aquaculture production in the country (Table 1).
(04) At the same time, much of the growth in culture area takes place in land empoldered (or otherwise developed) for rice production, or previously used for salt production. There are potential areas of conflict in land use, adverse socio-economic effects, and many as yet unpredictable long-term ecological effects. There are thus important questions to be resolved in both the extent of brackishwater aquaculture development and the forms of agriculture to be developed for most rational resource use and most equitable economic yield.
Within the Fisheries Research Institute system being established in the present programme, brackishwater culture is thus being given first level priority (Table 1).
Table 1 - Significance of brackishwater production
Activity | Approx. 1985 | value (million Tk) 2005 | Priority |
Riverine production | 14,320 | <15,000 | 1 |
Marine fisheries | 4,680 | < 5,000 | 3 |
Small freshwater ponds | 3,290 | 10,000 | 2 |
Brackishwater production | 540 | >15,000 | 1 |
Larger freshwater bodies | 120 | 1,000 | 4 |
Freshwater pen/cage culture | - | > 1,000 | 3 |
Mariculture | - | 500 | 5 |
(05) A considerable strengthening of resources in the brackishwater sector is being proposed through several programmes mainly involving:
These programmes will be predominantly in the Khulna District, but also in the Chittagong and Cox's Bazar areas.
(06) The establishment of the Brackishwater Aquaculture Research Station would be seen as complementary to these developments, and would be directed towards specific research activities, together with appropriate demonstration and extension functions. These are summarized in Table 2, and thus define the overall design objective of the Station. Further detailing of these functions/activities will be presented in the report of the Shrimp Specialist under the present TA-programme, to be issued in May 1986.
The available overall budget for development of the Station is shown in Annex A.
Table 2 - Operational objectives for BARS
Area | Priority |
Shrimp culture | |
Penaeid production | 2 |
Macrobrachium production | 1 |
Shrimp farming systems | 1 |
Production of other species | 3 |
Brackishwater production resources | |
Penaeid survey | 2 |
Site analysis | 2 |
Reproduction of brackishwater shrimp and finfish | |
Penaeids | 2 |
Macrobrachium | 1 |
Other species | 3 |
Hatchery systems development | 2 |
Health care for brackishwater shrimp and finfish | |
Survey of causative agents | 2 |
Testing of drugs and treatments | 2 |
Training and demonstration | * |
Extension activities | * |
* Following development of respective research areas
(07) The terms of reference for the work presented in this report are as follows:
(08) In view of the timing of the project, it was agreed to carry the work out in two short phases:
(09) The first phase of the work commenced on April 28th 1986, and was completed on the 10th May. The present report covers this first phase of the work.
(10) In some respects, site selection for BARS is one of the most difficult and yet important tasks. As brackishwater environments are essentially fluctuating, both seasonally and tidally, a research station must be capable of supporting a suitable range of environments while remaining representative of as wide as possible a range of potential production sites.
(11) The siting of the Station in the Khulna/Satkhira area defines to some extent the use of the shrimp/rice type system as opposed to the shrimp/salt system of the S.E. area of Bangladesh. However, the chosen area is representative of the area with the greatest longer-term potential, and is more truly brackish than that of the SE.
The original site selected for this development was at the Benerpota Agricultural Research Station of the Bangladesh Water Board. However, this site is no longer available, and an alternative site in the general area is required.
(12) The main criteria for selecting a brackishwater site are shown in Table 3. As it is not the primary task of this assignment to select the site, comparative evaluations of sites are not detailed; this will be done in the report of the Soil Specialist under the present TA-programme, expected to be issued in August 1986.
Table 3 - Site selection criteria
Soils | - impermeable, reasonable organic matter, freedom from acid sulphate conditions |
- reasonable physical strength | |
Water | - adequate tidal range (at least 1.5 m average) |
- good flushing, freedom from contamination | |
- access to freshwater supplies | |
Land | - accessible, easily developed |
- sufficient fill material for building base and dike construction | |
- relatively even in characteristics | |
- reasonably free of seasonal flooding | |
Infrastructure | - access to road, power, phone |
- good and short communication with major centres | |
- suitable for staff housing and laboratory, field working | |
- good access to areas to be served |
(13) The main experimental requirements of the site are described in Table 4. Overall, the site should be at typical elevations for the area, should be accessible to a tidally fluctuating water supply, but does not need to be extremely large in area. A suitable area of higher ground will be required for the establishment of buildings and services.
Table 4 - Typical experimental routines
Standard pond management research | |
- feed and fertiliser application and testing | |
- stocking density | |
- water levels, exchange (normally using replicate trial procedures) | |
Stocking and production management trials | |
- part-growing and transferring stocks | |
- continuous production | |
- polycultures | |
Land and water use research | |
- integrating concurrently and/or consecutively with rice, food crops, animal husbandry | |
- investigating water and soil quality changes | |
- determining improved water management techniques | |
- evaluating freshwater storage | |
- evaluating pumped tidal water and tubewell water supplies | |
Hatchery production research | |
- defining resources available, developing broodstock | |
- developing locally suitable hatchery and nursery techniques, including live feed | |
- testing locally produced artificial feeds | |
Environment and disease management | |
- identifying locally occurring problems | |
- identification of pathogens and their preconditions | |
- evaluating control procedures | |
- evaluating toxicity of environmental stressors | |
Resource survey research | |
- water, soil, fry supply, feed and other resources |
(14) The overall staff requirements of the Station are defined in Table 5. This will possibly be supplemented as demonstration and extension functions are developed. These figures, in turn, define the accomodation needs for the Station.
Level | Scientific | Administrative |
Chief Scientific Officer | 1 | - |
Principal Scientific Officers | 2 | 1 |
Senior Scientific Officers | 5 | 1 |
Scientific Officers | 11 | 4 |
Assistants | 9 | 15 |
Attendants | 3 | 34 |
(15) As with the rest of the country, pronounced seasonal changes occur through the monsoon cycle, and a complex and changing physical and ecological relationship occurs as a result of changing water supplies and salinities.
(16) Soils in the area are of typical deltaic type, being composed generally of moderately fertile silt clays and silt clay loams. There are three main categories (or mixtures thereof), viz:
The last category is by far the most common.
As the soils are little affected by problems of acidity and consequent low yields, organic matter and salinity are the dominant characteristics in most areas. In general, the shrimp culture areas are in the saline or semi-saline areas, with medium to medium-high land level. A range of soil association and land-use types is observed, though general patterns of land use are those of rice, rice/ shrimp or, in the S.E., salt/aquaculture. The most critical characteristic is salinity; generally summer rains are sufficient to wash out accumulated salinity from the aquaculture phase, but some areas experience reduced rice yields, reduced potential for animal grazing, and the killing off of local trees and food crops as a consequence of aquaculture (see Fig. 1).
(17) A further critical feature is that of siltation. The repeated filling and draining during aquaculture operations, and the settling out of sediment in the quiescent pond environment result in steady accumulation of sediment on the pond floor. While this can provide useful inputs of fertility, the long-term effect are to raise land level, to reduce the potential for water exchange and, in some cases, to increase further flooding and sedimentation.
D | J | F | M | A | M | J | J | A | S | O | N | D | |
low | high | ||||||||||||
WATERLEVELS | <----------------> | mid-rising water | <-----------> | mid-falling water | |||||||||
water | water | ||||||||||||
SALINITY (Benerpota) | 3.8 | 5.5 | 7.5 | 9.3 | 7.7 | 3.3 | 3.0 | 0.5 | 0.4 | 0.3 | 0.6 | 0.7 | |
CROPS (Khulna) | <------------------------------------------------------> | <-----------------------------------> | |||||||||||
penaeids | Macrobrachium/rice | ||||||||||||
<-------> | |||||||||||||
fish seed | |||||||||||||
FISH/SHRIMP | work on | ||||||||||||
- Polder culture | <-----------> | first exchange water- - - - - - - - - - -main harvests | |||||||||||
embankments | |||||||||||||
shrimp seed collection | |||||||||||||
<----------------------> | |||||||||||||
peak time | |||||||||||||
- Saltpan culture | <---------------------> | <-------------------------------> | |||||||||||
peak stock time | main shrimp culture |
Fig. 1 - Seasonal events
(18) At present, a prime site has been identified from a shortlist of three or four sites, located at Tengramari on the new road between Khulna and Monghla, approximately 30 km south of Khulna.
This site is within an existing shrimp-growing area, is relatively low-lying, and fronts directly on to the Ichamati River, which connects the main Pusur and Monghla Rivers.
The site is in an area of mixed calcareous/non-calcareous soils of the Barisal-Domuria association, slightly saline (15 in the Soil Association key). Land-use is 7 in the land capability key: moderately saline, medium-high land.
(19) Approximately 20–25 ha of land is available, of which about 70% is normally flooded during high tides (and is currently used for shrimp culture), the remainder being relatively high level, which floods extremely rarely.
Details of the site are shown in Figure 2.
(20) A typical design outline for the site itself is shown in Figure 3. This is for illustration purposes only, as the final specifications have not yet been defined. The outline is based on the following fundamental criteria:
Table 6 outlines the main site development recommendations.
Table 6 - Design recommendations
- | Retain fringe vegetation where present. Planting in unprotected areas, also planting of main dike outer walls and crowns. |
- | Separate inflow and drainage to pond areas, if possible. |
- | Maximize area served per outer wall length and per sluice gate construction. |
- | Simplify site access. Strenghten main walls sufficiently, or allow generous main terrace, if vehicles used regularly. |
- | Main site walls and building foundation base levels at least 0,3 m above maximum expected storm surge level. |
- | Excavation and building volumes equalized where possible. Soil transport distances minimized. Borrow pits at least 2 m, preferably 5 m or more, from dike base. |
- | Retain flexibility within individual pond areas as much as possible; use simple internal central gates. |
- | Provide settling zone if possible, to avoid excessive siltation in the ponds themselves. |
- | Allow for freshwater storage. |
FIGURE 2-TENGRAMARI SITE
FIGURE 3-DESIGN OUTLINE
(21) The following general actions are required:
Final enquiry whether any better sites than TENGRAMARI are available, with respect to:
better freshwater supply.
Define alternative sites with which comparison can be made.
Establish as early as possible confirmation of access to and use of preferred site - assure TENGRAMARI.
Identify as soon as possible what specific tendering procedures (both for World Bank and Government requirements) must be adapted for:
contracting.
Identify suitable operators, through tender of required:
contracting (preliminary identification).
Review, with relevant bodies, specific research objectives in order to confirm design requirements of the Research Station.
(22) The following specific actions are required:
Contact local area Water Development Board for details of:
any future operations (e.g. water or flood controls, irrigation systems, dredging), which could affect the site.
Contact local/regional planning office, determine whether any developments are due which will adversely affect the site. Find out whether protection (e.g. through zoning laws or use designation) would be available to prevent unwanted developments such as processing plants discharging nearby, large intensive shrimp farms using the same water source, etc.
Contact Survey Department (or equivalent) to find out:
where the survey datum points are.
Contact Roads and Highways to find out:
what soil strength/engineering quality information they obtained while building the road and the bridge.
Contact Public Works Department to obtain details of standard house designs and their current budgets. Collect also local building material costs, and m2; m3 (or equivalent) construction rates (see also Annex B).
Contact Soil Resources Development Authority to determine what local data exist.
Select (see 3.1.1) agents to carry out a topographical survey of the site, related to Survey Department datum points, and place preliminary boundary and reference markers on the site. The survey objectives would be:
identify the lenghts and depths of the main site features, e.g. sluice gates, building foundations, embankments, walls, pond floors.
Establish and record local tidal cycle data through at least one lunar cycle, plus details on at least one neap-tide and one spring-tide cycle, and records of the local rise in water levels as flood conditions increase. These should be related to local survey datum levels and to those of the main tidal gauge station (Monghla?).
(23) Before the start of the second phase of the design, the following information would be required:
(24) If, for any reason, this site is not available, similar information would be required of any other site, assuming, of course, that such a site met with the fundamental site selection criteria (Table 3).
(25) When the information mentioned in 3.2 comes available, the more specific design work of Phase 2 can be handled. The following procedures will be involved:
(26) The following drawings are likely to be produced:
(Source: WB Staff Appraisal Report, 1984)
BUDGET | Tk × 1000 | including contingencies | ||
CAPITAL | ||||
Admin. buildings | 760m2 @ 3,927 | 2,984.3 | 4,454.4 | |
Lab. buildings | 1,365m2 @ 3,927 | 9,384.7 | 13,371.1 | |
Exptl. ponds | 1,025 | 3,360.3 | 4,835.4 | |
Res. buildings | 1,845m2 @ 3,927 | 7,244.7 | 10,813.7 | |
Land levelling | 3,386.9 | 4,846.2 | ||
Sub-total | 26,360.9 | 38,320.8 | ||
MACHINERIES, EQUIPMENT, FURNITURE | ||||
New equipment | 6,549.7 | 9,685.1 | ||
Furniture (5 %) | 1,004.1 | 1,434.3 | ||
Sub-total | 7,553.8 | 11,119.4 | ||
VEHICLES | ||||
Car(1) | 364.5 | 409.0 | ||
Pickup(2) | 953.1 | 1,110.9 | ||
Truck(1) | 344.2 | 415.7 | ||
Motorcycle(6) | 142.1 | 169.6 | ||
Bicycles(32) | 90.6 | 136.4 | ||
Sub-total | 1,894.5 | 2,241.6 |
COSTS OF LOCAL ENGINEERING SERVICES (Tk × 1000)
Design and tender documents - 850 (2.2% of construction costs)
Supervision of construction - 1,350 (3.5% " " " )
1. Exchange rates April/May 1986
₤ lUK = 45Tk.
$ 1US = 30Tk.
2. 282 ha project, 1980
Building, 2000 ft2 | 686,500 Tk. |
Campus facilities | 120,000 Tk. |
Ice plant 3t, chill room 6t | 533,000 Tk. |
Water control structures | 417,000 Tk. |
3. 40 ha shrimp culture scheme, 1983/84
Dike construction (240,000 ft3) | 48,000 Tk. |
Channel, inlet earthwork | 4,000 Tk. |
2 Bar sluices | 30,000 Tk. |
2 Bamboo screens | 2,000 Tk. |
3 Cast nets | 1,500 Tk. |
1 Boat | 7,000 Tk. |
5 Guard sheds | 1,500 Tk. |
94.000 Tk. | |
Earthwork maintenance | 7,000 Tk/yr |
Plastic screen | 7,000 Tk/yr |
Postlarvae 170/1000 | 102,000 Tk/yr |
Labour | 29,000 Tk/yr |
Lease 11,250/ha | 460,000 Tk/yr |
Total | 605,000 Tk/yr |
Yield: 138 kg/ha P. monodon, 23 kg/ha M. rosenbergii, 47 kg/ha finfish 49 kg/ha other (total 966,720 Tk/yr)
25 Years. NPV 2,019,759; IRR 114.53 %.
4. General price levels
Description | Unit | Rate (Tk) |
Ordinary labour | day | 25 |
Skilled labour | day | 30 |
Mason | day | 50 |
Carpenter | day | 50 |
Painter | day | 50 |
Electrician | day | 60 |
Earth-fill | m3 | 16 |
Grass turfing | m2 | 2 |
Excavation in trench | m3 | 13 |
Excavation for structures | m3 | 18 |
Back fill around structures | m3 | 11.5 |
Reinforced concrete (1:2:4) | m3 | 1,545 |
Shuttering | m2 | 149 |
Reinforcement steel | kg | 17.5 |
Brick khoa | m3 | 508 |
Brick block (2'×2'×1') | ea | 116 |
Flap gate ø 36' | ea | 9,000 |
Flap gate - 3'×4' | ea | 15,000 |
Flap gate - 4'×6' | ea | 25,000 |
Flap gate - 5'×6' | ea | 30,000 |
Slide steel gate - ø 36' | set | 35,000 |
Slide steel gate - 3'×4' | set | 50,000 |
Slide steel gate - 4'×6' | set | 65,000 |
Slide steel gate - 5'×6' | set | 69,000 |
RCC pipe - ø 50 cm | m | 725 |
RCC pipe - ø 36" | m | 1,250 |
Sheet pile 1 = 5 m | ea | 10,000 |
Timber pile 1 = 4 m ø 10 cm | ea | 35 |
Timber | m3 | 12,033 |
Water stop (PVC) | m | 317 |
Asphalt pavement | m2 | 522 |
Porcupine - 60×60×60 | ea | 1,200 |
Porcupine - 60×75×75 | ea | 1,500 |
Two ply machine twisted 8 SWG wire | kg | 25 |
Single ply machine twisted 8 SWG wire | kg | 24 |
Epoxy painting | m2 | 35 |
Miscellaneous steel | kg | 18.5 |
Pump ø 300 mm | ea | 186,000 |
Diesel engine -26 HP | ea | 300,000 |
Building (210 m2) | ea | 675,000 |
Bamboo (1 = 5 m) | ea | 28 |
Tetrapod | ea | 190 |
Land acquisition | ha | 80,000 |
J | F | M | A | |
Mean temperature | 68.3 | 72.6 | 81.1 | 86.4 |
Rain (average) | 0.53 | 0.86 | 1.56 | 3.55 |
Rain (range) | 0.00/03.59 | 0.00/04.52 | 0.00/08.35 | 0.00/10.66 |
Evaporation | 3.58 | 3.96 | 5.70 | 6.15 |
Net | (3.05) | (3.10) | (4.14) | (2.60) |
M | J | J | A | S |
86.0 | 85.1 | 83.2 | 83.8 | 83.2 |
7.26 | 12.20 | 14.28 | 12.05 | 8.13 |
1.29/20.86 | 4.01/28.58 | 4.33/25.13 | 4.91/21.59 | 8.18/18.85 |
6.55 | 4.12 | 4.11 | 3.93 | 4.44 |
0.71 | 8.08 | 10.17 | 8.12 | 3.69 |
O | N | D | ||
81.9 | 75.0 | 69.1 | 79.6 | |
4.33 | 1.05 | 0.16 | 66.92 | |
0.06/20.98 | 0.00/08.59 | 0.00/02.32 | 49.94/105.88 | |
4.96 | 3.61 | 3.40 | 54.25 | |
(0.63) | (2.56) | (2.98) | 21.71 |