ANNEX A
PROGRAMME OF WORK BEFORE CONSTRUCTION FOR 1979

SOURCE: INCEPTION REPORT OF THE PROJECT TASK FORCE, PROJECT FOR CULTURE OF BRACKISHWATER SHRIMP

ANNEX B
TIDE DATA FOR 1–6 AUGUST 1979 FOR SUNGAI KELUANG¹

(USED FOR COMPUTING TIDAL CORRECTIONS FOR THE SITE)

¹ Partial data taken from stick gauge installed at Keluang river site. Readings obtained were during the period from 1 August to 18 September 1979. Similar data were also obtained from another stick gauge installed at Segantang Garam river site and readings were obtained during the period from 9 August to 30 September 1979.

ANNEX C
TIDE COMPUTATIONS FOR TIMES AND HEIGHTS OF HIGH AND LOW WATERS AT TANJONG DAWAI FOR 2 AUGUST 1979¹

* Tidal computations were also made for the period from 3 August to 4 September; these data complement Annex B for computing tidal corrections for the site.

ANNEX D
DESIGN COMPUTATIONS FOR THE DETERMINATION OF THE WIDTH OF SLUICEWAY FOR THE MAIN GATE

Given data:

Pond area - 11 pond units at 3 acres (1.214 ha.) each or 33 acres (13.35 ha.)

Pond bottom elevation - 1.4 m above chart datum

Required water level of pond (depth of water - 1.0 m (minimum)

Allow 20% loss due to water transfer

Calculation is made at intervals of one (1) hour; mean value d_av is the average of the difference between pond depth and tidal level used. Refer to Table 4 and Fig. 18.

1) T_o - T₁

d_lav = 1/2 (h₁-h_o) = 1/2 (0.55-0.00) = 0.275 m.

where

Assume width of sluice B = 3.60 m (3 at 1.20 m)

The rate of flow Q₁ of water through the sluice into the pond is 4 604 m³ per hour. This value is plotted as Q₁ on the negative X-a × is (Fig 18). A perpendicular is drawn from Q₁ to intersect the Q-h line and from this point of intersection, a horizontal line is drawn to intersect the y-axis at h₁ = 0.025 m.

The mean velocity of flow v₁ for one hour interval from T_o to T₁ is

d₁ = h₁ = 0.025 m

2) T₁ - T₂

d_2av = 1/2 (1.025 - 0.025) = 0.5 m

Av. pond depth h_e2 = 0.5 + 0.025 = 0.525 m

Q₂ = 20 049 × 0.525^1.5 = 7 626 m³/hr

Q_T = 7 626 + 4 604 = 12 230 m³

d₂ = 0.070 m

3) T₂ - T₃

d_3av = 1/2 (1.265 - 0.070) = 0.597 m

Av. pond depth = 0.597 + 0.070 = 0.667 m

Q₃ = 20 049 × 0.667^1.5 = 10 921 m³/hr

Q_T = 10921 + 12230 = 23151 m³

d₃ = 0.125 m

4) T₃ - T₄

d_4av = 1/2 (1.190 - 0.125) = 0.532 m

Av. pond depth = 0.532 + 0.125 = 0.657 m

Q₄ = 20 049 × 0.657^1.5 = 10 676 m³/hr

Q_T = 10 676 + 23 151 = 33 827 m³

d₄ = 0.185 m

5) T₄ - T₅

d_5av = 1/2 (0.885 - 0.185) = 0.35 m

Av. pond depth = 0.350 + 0.185 = 0.535 m

Q₄ = 20 049 × 0.535^1.5 = 7 845 m³/hr

Q_T = 7845 + 33827 = 41672 m³

d₅ = 0.230 m

6) T₅ - T₆

d_6av = 1/2 (0.550 - 0.230) = 0.160 m

Av. pond depth = 0.160 + 0.230 = 0.390 m

Q₆ = 20 049 × 0.390^1.5 = 4 883 m³/hr

Q_T = 4 883 + 41 672 = 46 555 m³

d₆ = 0.262 m

7) T₆ - T₆, (42 min = 2520 secs = 0.7 hr)

d_7av = 1/2 (0.275 - 0.262) = 0.006 m

Av. pond depth = 0.006 + 0.262 = 0.268 m

Q₆1 = 1.7 × 0.91 × 3.60 × 2520 × 0.268^1.5 = 1936 m³/0.7 hr

Q_T = 1936 + 46555 = 48491 m³

d₆1 = 0.275 m

8) T_6' - T₇ (36 min = 2160 secs = 0.6 hr)

d_7av = 1/2 (0.550 – 0.275) = 0.137 m

Av. pond depth = 0.137 + 0.275 = 0.412 m

Q₇ = 1.7 × 0.91 × 3.60 × 2160 × 0.412^1.5 = 3 186 m³/0.6 hr

Q_T = 3186 + 48491 = 51677 m³

d₇ = 0.281 m

9) T₇ - T₈

d_8av = 1/2 (1.025 - 0.281) = 0.372 m

1/3 (1.025 - 0.281) = 0.248 < 0.372

Av. pond depth = 0.372 + 0.281 = 0.653 m

Q₈ = 20 049 × 0.653^1.5 = 10 579 m³/hr

Q_T = 10 579 + 51 677 = 62 256 m³

d₈ = 0.360 m

10) T₈ - T₉

d_9av = 1/2 (1.265 - 0.360) = 0.452 m

Av. pond depth = 0.452 + 0.360 = 0.812 m

Q₉ = 20 049 × 0.812^1.5 = 14 669 m³/hr

Q_T = 14 669 + 62 256 = 76925 m³

d₉ = 0.425 m

11) T₉ - T₁₀

d_10av = 1/2 (1.190 - 0.425) = 0.382 m

Av. pond depth = 0.382 + 0.425 = 0.807

Q₁₀ = 20 049 × 0.807^1.5 = 14 534 m³/hr

Q_T = 14 534 + 76 925 = 91 459 m³

d₁₀ = 0.520 m

12) T₁₀ - T₁₁

d_11av = 1/2 (0.885 - 0.520) = 0.182 m

Av. pond depth = 0.520 + 0.182 = 0.702 m

Q₁₁ = 20 049 × 0.702^1.5 = 11 792 m³/hr

Q_T = 11792 + 91459 = 103251 m³

d₁₁ = 0.585 m

13) T₁₁ - T_11' (48 min = 2880 secs = 0.8 hr)

d_11'av = 1/2 (0.625 - 0.585) = 0.020 m

Av. pond depth = 0.585 + 0.020 = 0.605 m

Q_11' = 1.7 × 0.91 × 3.6 × 2880 × 0.605^1.5 = 7 547 m³/0.8 hr

Q_T = 7 547 + 103 251 = 110 798 m³

d_11' = 0.625 m

14) T_11' - T₁₂ (54 min = 3240 secs = 0.9 hr)

d₁₂ = 1/2 (1.025 - 0.625) = 0.200 m

Av. pond depth = 0.625 + 0.200 = 0.825 m

Q₁₂ = 1.7 × 0.91 × 3.6 × 3240 × 0.825^1.5 = 13 521 m³

Q_T = 13 521 + 110 798 = 124 319 m³

d₁₂ = 0.700 m

15) T₁₂ - T₁₃

d_13av = 1/2 (1.265 - 0.700) = 0.282 m

Av. pond depth = 0.700 + 0.282 = 0.982 m

Q₁₃ = 20 049 × 0.982^1.5 = 19 510 m³/hr

Q_T = 19510 + 124319 = 143829 m³

d₁₃ = 0.812 m

16) T₁₃ - T₁₄

d_14av = 1/2 (1.190 - 0.812) = 0.189 m

Av. pond depth = 0.812 + 0.189 = 1.001 m

Q₁₄ = 20 049 × 1.001^1.5 = 20 079 m³/hr

Q_T = 20 079 + 143 829 = 163 908 m³

d₁₄ = 0.925 m

17) T₁₄ - T_14' (48 min = 2880 secs = 0.8 hr)

d_14'av = 1/2 (1.000 - 0.925) = 0.037 m

Av. pond depth = 0.925 + 0.037 = 0.962 m

Q_14' = 1.7 × 0.91 × 3.60 × 2880 × 0.962^1.5 = 15 145 m³/0.8 hr

Q_T = 15 145 + 163 908 = 179 053 m³

The calculations show that all the ponds in the pilot development can be flooded to the required depth of 1.00 m after the third tide during high water spring through a sluiceway width of 3.60 m (3 at 1.20 m).

ANNEX E
PRAWN (PENAEUS MONODON) CULTURE MANAGEMENT PROGRAMME

SOURCE: INCEPTION REPORT OF PROJECT TASK FORCE OF PROJECT FOR CULTURE OF BRACKISHWATER SHRIMP, PAGE 24

ANNEX F
TIME SCHEDULE FOR REARING PENAEUS MONODON

(ASSUMING POND PREPARATION BEGINS ON DEC. 15)

ANNEX G
CONCRETE AND CONCRETING

Structures made of good quality concrete have the properties of strength, durability and water tightness.

Portland cement is used for all jobs and is delivered in paper sacks containing 94 pounds which is equal to one cubic foot. All cement at the time of use should be free from lumps that cannot be pulverized between the thumb and the forefinger. Portland cement should be stored in a dry place.

Mixing water should be clean and free from oil, alkali, or acid. Salt water should never be used or water that contains excessive quantities of sulphates. In general, water that is fit to drink is suitable for use.

Aggregates, fine and coarse should be hard, free from dirt and organic materials. Aggregates containing clay and silt particles in excess of 2% by weight should not be used.

Fine aggregates consists of natural or manufactured sand, ranging in size from 1/4 inch to material retained on 200-mesh screen. It is very important that there is good gradation from coarse to fine as this is important for quality and workability of the concrete.

Coarse aggregate may consist of gravel, crushed stone or other suitable materials larger than 1/4 inch and not larger than 1–1/2 inches in diameter. They should be sound, hard and durable.

For small amounts of concrete, the following suggested mix will produce good concrete and is very simple to batch on the job: one sack cement (1 cu. ft.) 2 cubic feet of sand, 4 cu. ft. of gravel or crushed rock and a maximum of 6 gallons of water.

Concrete having good consistency is smooth and workable and will place and finish with the minimum of effort. A slump of 3 to 4 inches as measured by the slump cone, is satisfactory for most slab and form construction.

Concrete should be mixed until it is uniform in appearance with all the ingredients uniformly distributed. The use of a concrete mixer is recommended.

Before any concrete is placed, the excavations, forms, steel reinforcement, embedded fixtures and joints should be inspected to determine that all requirements have been met. All sawdust, debris, scrap lumber should be removed from the areas to receive concrete. Form surfaces should be oiled or moistened just prior to placing the concrete. The concrete should be placed in the forms as soon as possible.

Concrete should not be allowed to drop freely more than 5 feet, to avoid segregation.

The fresh concrete should be consolidated as soon as it is deposited into the forms. Tapping, spading may be used or vibrators should be inserted vertically and allowed to penetrate into the previously placed layer.

Construction joints should be consolidated as shown on plans and they should be made straight and horizontal or vertical. Care should be exercised in bonding the newly placed concrete to that previously placed.

Forms should not be removed until the concrete has hardened adequately to prevent surface damage and sufficient strength exists to safely support any load that may be applied. Precaution should be exercised to remove the forms with the minimum amount of stress to the structure. Pry bars should not be placed against the concrete.

Concrete must be cured to increase its strength, durability and watertightness. Recommended methods are by spraying or ponding with water, covering with wet burlap, sand or by the use of membrane compounds which are painted or sprayed on concrete surfaces to prevent evaporation of water from the mix. Curing with water requires that the exposed surfaces are kept wet for the duration of the curing period, usually a minimum of 7 days.

All forms must be strong enough to contain and support the concrete while it is plastic, and to carry whatever live loads are placed on the forms. Formwork should be watertight. All form surfaces in contact with concrete should be painted with some type of oil that will prevent the concrete from sticking to the forms.

Only steel products manufactured by standard plant control procedure and meeting the design requirement should be used. Accurate positioning of the reinforcing steel within the concrete is important. The specified thickness of protective cover should be adhered to. In the case of submerged structures subjected to the action of salt water, a minimum of three inches from the face of the concrete surface to the surface of the reinforcing steel should be followed. All bends, laps, and hooks should be as required for on drawings.

The need for dewatering the structure site is important as concrete should never be placed under water unless extreme care is followed. Concrete structures should be installed on a water-free site and only on a firm surface. Various methods of dewatering vary with the conditions at the site. Pumping, diversion of the streamflow or drainage by gravity using ditches or a system of well points may be adopted. It is however best to do the construction when the site is dry and when concreting is done during low tide periods.

Cement mortar for pipe joints is mixed in the proportion of one part of Portland cement to two parts of sand and with sufficient water to produce a workable mix. External band of mortar are provided at pipe joints to increase the watertightness of the tongue and groove joint.

ANNEX H
MEETINGS HELD DURING THE CONSULTANTS' TOUR OF DUTY

26 July 1979 - Kuala Lumpur

1. Briefing meeting with Mr. Gopi Chand, UNDP Senior Programme Officer, Kuala Lumpur, Malaysia.

2. Meeting with Mr. Sabri bin Ahmad, Director for Project Development, Mr. Bala Rajantharen, Fishery Officer In Charge of Aquaculture and other Majuikan staff on Freshwater Aquaculture Center Project at Tanjong Tualang.

27 July 1979 - Kuala Lumpur

1. Meeting with Mr. Wan Awang bin Wan, Deputy Director, General Department of Fisheries and Mr. Brahim Salleh, Senior Fisheries Officer (Aquaculture Extension), on Ban Merbok Project.

2. Meeting with Engineers of the Drainage and Irrigation Department, Mr. Whoo Soo Hoch, DID Planning Head, Saw Hin Seang and Mr. Thye.

28 July 1979 - Penang

Meeting with Mr. Shaari bin Sam Abdul Latiff, Director for Research, FRI; Mr. Lam Wah Chan, Project Team Leader, Ban Merbok Project and Mr. Wong Yat Kuan, Laboratory Assistant, on Inception Report, Ban Merbok Project.

30 July 1979 - Alor Setar

1. Briefing meeting with members of the Ban Merbok Task Force, Mr. Choy Siew Kiong, State Director of Fisheries for Kedah/ Perlis states; Mr. Lam Wah Chan, Project Leader; Mr. Wong Yat Kuan, Laboratory Assistant, Special Grade, Institut Penyelidian Perikanan, Glugor Penang; Mr. Saw Hin Seang and Mr. Liew Chook San, Engineer, DID.

31 July 1979 - Ban Merbok

1. Meeting with all the members of Ban Merbok Task Force and field visit to the proposed site.

2. Field visit to Tanjong Dawai of all Ban Merbok Task Force members.

3. Field visit to the Fisheries/Majuikan Siakap Farm at Kuala Sala of all members of the Ban Merbok Task Force.

1 August 1979 - Ipoh and Tanjong Tualang

Meeting with resident staff of Majuikan at Ipoh, Mr. Toran bin Ishak and Mr. Mhd. Thani and subsequent visit to the proposed project site at Sungai Tumboh, Tanjong Tualang.

2 August 1979 - Kuala Lumpur

1. Meeting with Majuikan Officials on Tanjong Tualang Freshwater Project and desk studies and discussions of the project proposal with Engineers of Wan Mohamed and Khoo, Engr. Khoo Choong Keow, Director; Engr. R. Santhanaraj, Associate Director.

2. Meeting with Mr. Gopi Chand and Mr. Ho Kum Hon, Chief of Finance UNDP, Kuala Lumpur, Malaysia

4 August 1979 - Penang

Meeting with all Ban Merbok Project Task Force members on desk study and review of Inception Report, with Mr. Choy Siew Kiong; Mr. Lam Wah Chan; Mr. Wong Yat Kuan; and Engr. Liew Chook San.

6 August 1979 - Alor Setar

1. Meeting with Mr. Anthony Chai Wee Siong of Jurukur Perunding Private Surveyors; and Mr. Choy Siew Kiong; and discussed on proposed topographic survey of the proposed Ban Merbok Site (outside the bund).

2. Field visit to coastal bund areas at Kuala Sala, Kuala Kedah, and the Kuala Kedah Ice Plant with Mr. Choy Siew Kiong.

8 August 1979 - Alor Setar

Meeting with MADA (Muda Agricultural Development Authority) officials Mr. Tay Chong Sim, Director; and Mr. Choy Siew Kiong regarding coastal aquaculture sites at Kuala Kedah, Kangkong and Kuala Sala.

9 August 1979 - Sungai Petani

Meeting with the engineers of the Drainage and Irrigation Department Mr. Liew Chook San and staff; and Mr. Choy Siew Kiong and bought maps of the Ban Merbok Estuary and adjacent areas.

12 August 1979 - Alor Setar

Meeting with Engr. Liew Chook San, DID Engineer of Alor Setar, Mr. Choy Siew Kiong and a Contractor; discussed scope of work methods of construction and unit prices.

13 August 1979 - Alor Setar

Meeting with the private surveyors of the Jurukur Perunding, Mr. Barney Soon, Chief of party survey and discussed scope of survey of Ban Merbok area.

16 August 1979 - Kuala Lumpur

Meeting with Assistant Director of Fisheries Mr. Tan Cheng-Kiat Kuala Lumpur; Mr. Choy Siew Kiong, Mr. Lam Wah Chan; Engr. Saw Hin Seang, DID; Mr. Salleh Brahim; and Mr. Mazlan Josuh, on discussion of interim report, Ban Merbok Project.

18 August 1979 - Johore Bahru

Meeting with Fishery Officers, Mr. Wang, Fishery Assistant Mr. L. D. Rajamanickan, Fishery Officer and members of the Ban Merbok Task Force and subsequent visit to the Gelang Patah Farm Brackishwater Research Station, Gelang Patah.

28 August 1979 - Langkawi Island

1. Meeting with JKR (Department of Public Works) Engr. Kong Fat and Mr. Choy Siew Kiong; regarding proposed road and water supply programmes for Langkawi Island as relative to sites surveyed for the proposed hatchery.

2. Meeting with Mr. Syed Unam Mashri Syed Abdullah, Assistant District Officer; Mr. Johari Othman, Fishery Extension Officer, Penjabat Perikanan and Mr. Choy Siew Kiong, regarding hatchery site survey.

3. Subsequent field visits to three (3) sites for the proposed brackishwater shrimp hatchery at Langkawi Island.

1 and 3 September 1979 - Kuala Lumpur

Meeting with Mr. Ho Kum Hon, Chief of Finance and Mrs. Ismail, Finance Officer, UNDP, Kuala Lumpur.

18 September 1979 - Alor Setar

Meeting with Mr. Lam Wah Chan, Ban Merbok Task Force Leader and Mr. Choy Siew Kiong, State Director of Fisheries for Kedah/Perlis states.

24 September 1979 - Kuala Lumpur

Meeting with Fisheries Screening Committee (18) members) regarding site selection and other related matters, Ban Merbok Project.

3 October 1979 - Penang

1. Meeting with Project Team Leader, Mr. Lam Wah Chang, Dr. Thia Eng-Chua of School of Biological Sciences, University Sains Malaysia and Mr. Choy Siew Kiong, State Director of Fisheries for Kedah/Perlis States.

10 October 1979 - Kuala Lumpur

Meeting with Ministry of Agriculture and Rural Development Officers and Members of the Ban Merbok Task Force regarding site selection. Members were: Datuk Wan Sidek, Deputy Secretary General, Chairman; Mr. Osman, Officer and Chairman of Ban Merbok Development Committee; Mr. Ku Nahar, State Economic Planning Unit; Mr. Wahab Johan, Ministry of Agriculture; Mr. Osman, Ministry of Aquaculture; Mr. Sabri bin Ahmad, Project Director Majuikan; Mr. Bala Rajentharen, Deputy Director, Majuikan, Majuikan; Engr. Saw Hin Seang; DID; Engr. Yap Ai Choo, DID; Mr. Tan Cheng-Kiat, Mr. Choy Siew Kiong, State Director of Fisheries, Kedah/Perlis States and Mr. Lam Wah Chang, Ban Merbok Project Task Force, Project Leader.

23 October 1979 - Ban Merbok Site

Meeting with Dr. Herminio R. Rabanal, SCSP; Engr. Rahim Hashim, Fisheries Technology Section, Kuala Lumpur; and Mr. Wong Yat Kuan, Lab Asst. Penang Fisheries Research Center. Visited site of proposed Ban Merbok Project.

26 October 1979 - Kuala Lumpur

1. Meeting with Tengku Ubaidillah bin Abdul Kadir, Director General, Dept. of Fisheries, Ministry of Agriculture; Mr. Wan Awang bin Wan Yaacob, Deputy Director-General, Dept. of Fisheries; Dean Rogelio Juliano, Director SEAFDEC; Dr. Herminio R. Rabanal, SCSP; Mr. Fred Yap, Aquaculturist, SEAFDEC; Mr. Melchor Lijauco, Aquaculturist, SEAFDEC, Dr. Ong Kah Sin, Research Biologist, Fisheries Research Center, Penang; Mr. Tan-Eng Kiat, Dept. of Fisheries.

2. Meeting with Dr. Herminio R. Rabanal, SCSP; Mr. Choy Siew Kiong; Mr. Lam Wah Chang; Dr. Ong Kah Sin; Mr. Tan Cheng-Kiat, and Engr. Abd Rahim Hashim, regarding draft of Memorandum of Agreement for Ban Merbok Project.

29 October 1979 - Alor Setar

1. Meeting with Mr. VLC Pietersz, Fisheries Development Adviser, FAO/SIDA in Bay of Bengal; Director Choy Siew Kiong, and Mr. Wong Yat Kuan.

2. Subsequent field visit to Ban Merbok site.

ANNEX I
ITINERARY OF FAO AQUACULTURE CONSULTANTS TO MALAYSIA
25 JULY - 31 OCTOBER 1979

PUBLICATIONS OF THE SOUTH CHINA SEA FISHERIES DEVELOPMENT AND COORDINATING PROGRAMME

WORKING PAPERS

NOTE: Copies of these papers can be obtained by writing to the Programme in Manila, Philippines.

COORDINATING COMMITTEE REPORTS

WORKSHOP REPORTS

SCS MANUALS

PERIODIC PROGRESS REPORTS

FISHERIES TECHNICAL PAPERS

FAO species identification sheets for fishery purposes. Eastern Indian Ocean (Fishing area 57) and Western Central Pacific (Fishing area 71) Rome, FAO, 1974. 4 vols.

TECHNICAL REPORTS CONTRIBUTED TO SYMPOSIA/MEETINGS, ETC.

Rabanal, H.R. 1975 FAO activities in inland fisheries and aquaculture with particular reference to Asia and the Far East. Manila, South China Sea Fisheries Programme. 17p. (Contributed to the First Fisheries Research Congress, Philippine Council for Agriculture and Resources Research, 7–10 March 1975, Legaspi City, Philippines)

Rabanal, H.R. 1975 Preliminary report on the Macrobrachium fishery in the Indo-Pacific region. Manila, South China Sea Fisheries Programme. 20p. (Contributed to the International Conference on Prawn Farming, Vung Rau, Vietnam, 31 March – 4 April 1975)

Rabanal, H.R. 1975 Distribution and occurrence of milkfish Chanos chanos (Forskal). Manila, South China Sea Fisheries Programme, 1975. 18p. (Contributed to the National Bangus Symposium. Manila, 25–26 July 1975)

Rabanal, H.R. 1976 Mangrove and their utilization for aquaculture. Manila, South China Sea Fisheries Programme. 20p. (Contributed to the National Workshop on Mangrove Ecology held in Phuket, Thailand, 10–16 January 1976)

Rabanal, H.R. 1976 Report of project identification misson to Bangladesh on inland fisheries and aquaculture. Manila, Asian Development Bank. 56p.

Rabanal, H.R. 1976 Aquaculture 1976: Focus Southeast Asia. Manila, South China Sea Fisheries Programme. 12p. (Talk delivered at the National Convention of the Federation of Fish Producers of the Philippines, Iloilo City, 26 August 1976)

Simpson, A.C. 1976 Some proposals for research related to the understanding of mangrove ecology and the utilization of mangrove areas. Manila, South China Sea Fisheries Programme. 10p. (Contributed to the National Workshop on Mangrove Ecology held in Phuket, Thailand, 10–16 January 1976)

Cook, H.L. 1976 Some aspects of shrimp culture research with particular reference to Philippine species. Manila, South China Sea Fisheries Programme. 7p. (Contributed to the Philippine Council for Agriculture and Resources Research (PCARR) Fisheries Workshop, Subic, Zambales, Philippines, 15–17 January 1976)

Rabanal, H. R. 1976 The resources in inland waters: their utilization and management. Manila, South China Sea Fisheries Programme. 21p. (Talk delivered before the Phi Sigma Biological Society as a contribution to the Deogracias V. Villadolid Memorial lecture series. Manila, Philippines, 26 November 1976)

Rabanal, H. R. 1977 Aquaculture in the Philippines. Manila, South China Sea Fisheries Programme. 15p. (Talk delivered before the United States Peace Corps Volunteers, Los Baños, Laguna, Philippines - 11 January 1977)

Rabanal, H. R. 1977 Aquaculture in Southeast Asia. Manila, South China Sea Fisheries Programme. 10p. (Paper contributed to the Fifth FAO/SIDA Workshop on Aquatic Pollution in relation to Protection of Living Resources. Manila, Philippines, 17–27 February 1977)

Simpson, A.C. 1977 Fisheries research and development in the Philippines: Some recommendations with special reference to resource management. Manila, South China Sea Fisheries Programme. 16p.

Rabanal, H. R. 1977 Aquaculture management. Manila, South China Sea Fisheries Programme. 12p. (Contribution to the BFAR/FAO-UNDP Training of Regional Trainors in Aquaculture. Lucena, Quezon, Philippines, 19 September to 27 October 1977)

Rabanal, H. R. 1977 Recent trends in aquaculture. Manila, South China Sea Fisheries Programme. 13p. (Paper contributed to the Seminar/Workshop for Fishery Schools' Administrators, conducted by the Bureau of Fisheries and Aquatic Resources. Manila, Philippines, 24–28 October 1977)

Rabanal, H. R. 1977 Forest conservation and aquaculture develoment of mangroves. Manila, South China Sea Fisheries Programme. 15p. (Paper contributed to the International Workshop on Mangrove and Estuarine Area Development for the Indo-Pacific region. 14–19 November 1977, Manila Philippines)

Rabanal, H.R. and R. O. Juliano. 1979 Aquaculture extension: How it could be a potent force in fisheries development in the ASEAN region. Manila, South China Sea Fisheries Programme, 1979. (Paper contributed to the First ASEAN Seminar/Workshop on Fisheries Extension, Manila 18–25 February 1979)

Thomson, D. B. 1979 Marine fisheries extension. Manila, South China Sea Fisheries Programme, 1979. 41p. (Paper contributed to the First ASEAN Seminar/ Workshop on Fisheries Extension, Manila, 18–25 February, 1979)

Thomson, D. B. 1979 Training requirements of the fisheries of Southeast Asia. Manila, South China Sea Fisheries Programme, 1979. 11p. (Paper presented at the SEAFDEC Consultative Meeting on Fisheries Training, Bangkok, 14–18 May 1979)

Rabanal, H. R. 1979 Production and recent innovation in design and management in aquaculture industry in Southeast Asia. Manila, South China Sea Fisheries Programme, 1979. 7p. (Paper contributed to the Asian Seminar and Tour sponsored by the Bank of America, Manila, 6–9 November 1979)

Thomson, D.B. 1978 Lecture notes on fishing methods, equipment and duck layout of fishing vessels. Manila, South China Sea Fisheries Programme, 1978. 151p. (Paper presented at the FAO NORAD Course on Fishing Vessel Design, Bangkok, Thailand, October-November 1978)

Thomson, D.B. 1979 The challenge of 1980's for fisheries education, training and extension. Manila, South China Sea Fisheries Programme, 1979. 11p. (Paper presented at the First International Symposium on Fishery Education, Fish Processing and Marketing Systems. Mexico, December 1979)