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7. REFERENCES

Cansdale, G.S., 1979 “Low-cost water filtration system” Manila, South China Sea Fisheries Programme, 73p. (SCS/79/WP/80)

Cansdale, G.S., 1979 “Report on second regional consultancy lowcost water filtration” Manila, South China Sea Fisheries Programme, 48p. (SCS/79/WP/84)

Cook, H.L. & H.R. Rabanal, eds., 1978 “Manual on pond culture of penaeid shrimp”. ASEAN project with the assistance of FAO/UNDP South China Sea Fisheries Programme, Manila Philippines. 132p.

Gedney, R.H & H.R. Rabanal, 1977 “Joint SCSP/SEAFDEC Workshop on Aquaculture Engineering”, Manila, South China Sea Fisheries Programme, 453p. (SCS/GEN/77/15)

Lovett, D., 1979 “Water quality survey of Sungei Tumboh” A report submitted to the Majuikan, 11p.

Potter, T. 1976 The problems to fish culture associated with acid-sulphate soils and methods for their improvement. Contributed to the ASEAN Seminar/Workshop on Shrimp Culture, 15–23 November 1976, Iloilo City, Philippines.

Steel, E.W. 1960 “Water supply and sewerage”, 4th Ed., McGraw N.Y., 655p.

Wan, Mohamed & Khoo, 1979 “Preliminary report on the engineering aspects of planning, design and construction”. A report submitted to the Majuikan, 39p.

Table 1. Typical values of optimum moisture content and density of various soils
DescriptionRange of dry unit weight
(lbs/cu ft)
Range of optimum moisture content
(percent)
Sand-silt clay mix with plastic fines110 – 13015 - 11
Clayey sands, sand-clay mix105 – 12511 - 10
Inorganic silts and clayey silts95 – 12024 - 12
Inorganic clay95 – 12024 - 12
Organic silts80 – 10033 - 21
Inorganic clay of high plasticity75 - 10536 - 19
Organic clays65 – 10045 - 21

Shown in Table 1 are values of standard optimum moisture content and density for various soils in fish farms. Optimum moisture content is usually 2 to 5 percent less than the plastic limit of the soil.

Table 2. Typical compaction requirement based upon standard Proctor Compaction Test for fish farm soils. (AASHO T99, ASTM D698 or Brt Std 1377)
Purpose of FillDensity required fine-grained soilSuggested range of moisture content-dry to wet of optimum (%)
Fills requiring nominal amount of strength and incompressibility as earth dikes90%-3 to +3

Shown in Table 2 is a typical compaction guide based on the Proctor Test. With the start and during construction, field density tests should be made. Satisfactory compaction is attained if 2/3 of all field values fall within a range of 2–3%. Unsatisfactory compaction is evidenced where only 2/3 of all field values fall in a range of +5%.


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