Organic Waste Recycling

(WallPaper) #1
Aquatic weeds and their utilization 379

Wolverton, B.C. and McDonald, R.C. (1975) "Water Hyacinths for Upgrading Sewage
Lagoons to Meet Advanced Wastewater Treatment Standards, Part I". NASA
Technical Memorandum, TM-X-72729. National Aeronautics and Space
Administration, Washington, D.C.
Wolverton, B.C. and McDonald, R.C. (1976a) "Water Hyacinths for Upgrading Sewage
Lagoons to Meet Advanced Wastewater Treatment Standards, Part II". NASA
Technical Memorandum, TM-X-72730. National Aeronautics and Space
Administration, Washington, D.C.
Wolverton, B.C. and McDonald, R.C. (1976b) "Water Hyacinths (Eichhornia crassipes)
for Removing Chemical and Photographic Pollutants from Laboratory
Wastewater". NASA Technical Memorandum, TM-X-72731. National Aeronautics
and Space Administration, Washington, D.C.
Wolverton, B.C. and McDonald, R.C. (1978) "Water hyacinth (Eichhornia crassipes)
productivity and harvesting studies", Economical Botany, 33 , 1-10.
Wolverton, B.C. and McDonald, R.C. (1979) "The Water hyacinth: from prolific pest to
potential provider", Ambio, 8 , 2-9.
Yount, J.L. and Crossman, R.A., Jr. (1970) "Eutrophication control by plant harvesting",
J. Water Pollut. Control Fed., 42 , 173-183.


7.10 Exercises


7.1 From Equations 7.1 and 7.2, derive the following equation:


ln 2
Doubling time =
ln x

where x = daily incremental factor.

7.2 It is estimated that water hyacinths have a doubling time of 10 days in
natural freshwater. Determine how much time is needed for initially 10
water hyacinth plants to cover 0.4 ha of a natural freshwater surface The
average density of water hyacinths in water bodies is about 150 plants/m^2.


7.3 Design a constructed wetland system to treat a raw wastewater with the
following characteristics:


Flow rate = 500 m^3 /day
BOD 5 = 200 mg/L
COD = 300 mg/L

The effluent BOD 5 concentration after treatment should be less than 10 mg/L.

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